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Details of the Faculty or Staff
Name  
 QI Shengwen
Title  
   Professor
Highest Education  
   Ph.D.
Subject Categories  
   Hydrogeology and Engineering Geology
Phone  
   -
Zip Code  
   100029
Fax  
   010-62040574
Email  
   qishengwen@mail.iggcas.ac.cn
Office  
   No.19 Beitucheng West Road, Chaoyang District, Beijing, 100029, China

Education and Appointments：

QI, SHENGWEN

NATIONALITY: Chinese

CURRENT POSITIONS

  • Professor of Institute of Geology and Geophysics, Chinese Academy of Sciences
  • Director of Key Laboratory of Shale of Gas and Geoengineering, Chinese Academy of Sciences

EXPERIENCE

  • 2002-2004, Post Doctor, Institute of Geology and Geophysics, CAS
  • 2004-2007, Assistant Professor, Institute of Geology and Geophysics, CAS
  • 2007-2008, Research Associated, Department of Civil Engineering, the University of Hongkong
  • 2007-2014, Associate Professor, Institute of Geology and Geophysics, CAS
  • 2012.5-2013.6, Visiting professor, University of Alberta, Canada
  • 2014.12- Professor, Institute of Geology and Geophysics, CAS

EDUCATION

  • 1992-1996, Hydrogeology and Engineering Geology department, Chang’an University, Hydrogeology and Engineering Geology
  • 1996-1999, Environmental Sciences department, Chinese University of Geosciences for Master degree, Geotechnical Engineering
  • 1999-2002, Institute of Geology and Geophysics, Chinese Academy of Science for Ph.D degree, Geological Engineering

PROFESSIONAL AFFILIATIONS

  • Chairman, Geotechnical Structural Committee of International Association for Engineering Geology and the Environment (IAEG)
  • General secretary of China National Group of International Association for Engineering Geology and the Environment (IAEG)
  • Life Council member of International Consortium on Geo-Disaster Reduction（ICGDR）
  • Secretary General of Engineering Geology Committee of Geological Society of China
  • Standing Member of Chinese Society of Rock Mechanics and Engineering
  • Vice chairman of Rock Dynamics Committee, Chinese Society of Rock Mechanics and Engineering
  • Member of Geological Exploration Committee of China Hydropower Society
  • Member of Applied Quaternary Special Committee of Chinese Quaternary Research Society
  • Member of Innovation Promotion Association of Chinese Academy of Sciences
  • Editorial Board Member of 《Engineering Geology》
  • Editorial Board Member of 《Bulletin of Engineering Geology and the Environment》
  • Editorial Board Member of 《Journal of Rock Mechanics and Geotechnical Engineering》
  • Associate Editor of 《Geoenvironmental Disasters》
  • Editorial Board Member of 《Science in China Series D-earth sciences》
  • Executive Associate Editor of 《Journal of Engineering Geology》

Research Interests：
Specialized in engineering geomechanical problems of rock mass related to slope (sliding), tunnel, underground excavations, CO2 sequestration etc. The research interests include dynamic effect of rock mass, seismic response of rock slope, deformation and failure of underground engineering rock mass in high in-situ stress area, gravity deformation in deep slope and corresponding shallow crust dynamic characteristics.
Public Services：

Honors：
  • 2020, First Prize of Natural Science, Chinese Society of Rock Mechanics and Engineering, Dynamic response law and damage mechanism of engineering rock mass during strong earthquake, 2020YK（Z）-1-01-R01
  • 2018, Outstanding Youth Fund of National Science Foundation of China
  • 2016, First Prize of Natural Science, Chinese Society of Rock Mechanics and Engineering, Cause of excavation unloading deformation and failure of high energy storage rock mass and its engineering environmental effect, 2016YK（Z）-1-01-R02
  • 2014, Richard Wolters Prize of International Association for Engineering Geology and the Environment (IAEG)
  • 2013, Excellent Youth Fund of National Science Foundation of China
  • 2011, Jiaxi LU Science Technology Award for Young Scientists, Chinese Academy of Sciences
  • 2010, Science &Technology Award for Young Scientists, Chinese Rock Mechanics and Engineering Society
  • 2008, GOLDEN HAMMER AWARD for Young Scientists, Geological Society of China
  • 2006, International Visiting Fellowship, The International Cooperation Council of the Environment and Water Resource Institute for the paper titled “Impact of Inundation of Houziyan Reservoir on Zang Nationality Blockhouses Group Relics along the Daduhe River and Their Protection”
  • 2006, Prize for the progress of Science Technology of Xinjiang Province (Seventh) for Research on the High Steep Slopes at the Dam Site of Xiabandi Reservoir
  • 2002, President Award of CAS
  • 2001, Excellent paper of the 7th National Rock Dynamics Symposium

Supported Projects：
[9]. 2019.11-2024.10, Science and technology basic resources investigation special project, 2019QZKK0904, The second Comprehensive Scientific investigation and study of Tibet Plateau - Geological Environment and disaster - Major engineering disturbance disaster and risk.
[8]. 2022.1-2025.12, National Science Foundation of China (NSFC) Special project, The direction of nine of Major basic scientific problems and countermeasures for national carbon neutralization, 42141009,
Transparent characterization of geological body structure and location of burial site for CO2 sequestration.
[7]. 2019.1-2023.12, National Science Foundation for Outstanding Young Scholars, 41825018, Engineering Geomechanics of Rock Mass.
[6]. 2018.1-2022.12, National Science Foundation of China (NSFC) No. 41790442, Subsidence mechanism of compacted loess and disaster effect of The City Site Creation Engineering Project.
[5]. 2020.1-2024.12, National Science Foundation of China (NSFC) Special Project on Major Basic Scientific Issues of Sichuan-Tibet Railway, 41941018, Disaster mechanism and prevention and control methods of deep buried super long tunnel engineering of Sichuan-Tibet Railway, Fault disaster mechanism and prevention and control technology of ultra-long tunnel engineering across active fault zone, Engineering geological characteristics of active structure and effect of deep buried tunnel engineering.
[4]. 2019.9-2022.7, Project entrusted by Power China Chengdu Engineering Corporation limited, Rockburst Prediction and Prevention Measures of Underground Caverns under High In-situ Stress of Shuangjiangkou Hydropower Station during Construction (The second stage).
[3]. 2019.1-2023.12, Strategic Priority Science and Technology Special Project of Chinese Academy of Sciences (CLASS A), XDA23090400, Beautiful China Ecological Civilization Construction Science and Technology Project - key technologies and demonstration of green control of mountain disaster risk under climate change conditions - key technologies and demonstration of green disaster reduction coordinated with ecological engineering measures and geotechnical engineering measures.
[2]. 2019.9-2020.2, Special research project of Sichuan-Tibet Railway Co., LTD., China Railway Group, No. [2019]01, Study on Slope Stability Assessment of Maoyaba of New Sichuan-Tibet Line from Ya 'an to Nyingchi.
[1]. 2019.7-2021.6, Key project of Chinese Academy of Sciences, KFZD-SW-422, Active structure of traffic corridor and distribution law of ground stress.

Publications：
Monographs
[1]. Shengwen Qi, Faquan Wu, Fuzahng Yan, Chunlin Liu, 2007, Rock Slope Dynamic Response Analysis, Beijing, Science press. (in Chinese)
[2]. Faquan Wu, Shengwen Qi, Shengwu Song, Manfu Gong, 2008. Complex high steep rock slope deformation and stability - taking Jinping I Hydropower Station for example. Beijing, Science press. (in Chinese)
[3]. Liqiang Tong, Shengwen Qi, Guoying An, Chunling Liu, 2012, Remote sensing investigation of major geological disasters in The Himalayas, Beijing, Science press. (in Chinese)
 
Participation books
[1]. Shengwen Qi, Chapter 2, (Director author: Huadong Guo), Atlas of remote sensing for Wenchuan earthquake disaster,2008, Beijing, Science press. (in Chinese)
[2]. Shengwen Qi, Chapter 2，Atlas of remote sensing of the Wenchuan Earthquake (Director author: Guo Huadong), 2009, Taylor & Fancis Group CRC Press
[3]. Shengwen Qi, Study of slope instability mechanism and dynamic induced by strong earthquake, 2010, Chapter 5, Geohazard Assessment of Wenchuan Earthquake (Director author: Runqiu Huang), Science Press. (in Chinese)
[4]. Shengwen Qi, 3.3.3, 2009, Engineering geology and hydrogeological conditions, (Edited by Jie Fan), National Wenchuan earthquake reconstruction planning - resources and environment carrying capacity assessment, (in Chinese)
 
Editor in chief
[1]. Faquan Wu and Shengwen Qi. 2013, Geological view of Engineering Geology and the Environment. Beijing, China, 24-25 Sept, CRC Press Taylor and Francis Group, ISBN 978-1-138-00078-0.
[2]. Shengwen Qi, Keh-Jian Shou, Haris Saroglou, Renato Macciotta. 2020. Advances in Rock Mass Engineering Geomechanics. Engineering Geology, 17 Apr., Copyright ? 2021 Elsevier B.V. All rights reserved, ISSN: 0013-7952.
[3]. Jianbing Peng, Tom Dijkstra, Ann Williams, Shengwen Qi. 2018. Special issue on “Loess engineering properties and loess geohazards”. Engineering Geology, 26 March, Copyright ? 2017 Elsevier B.V. All rights reserved, ISSN: 0013-7952.
 
Published papers since 2000
Journal Papers
2022
[1] Fangcui Liu, Shengwen Qi*, Shenglin Qi, Xiaokun Hou, Yanrong Li, Guangming Luo, Lei Xue, Xueliang Wang, Juanjuan Sun, Songfeng Guo*, Bowen Zheng. In-situ horizontal extrusion test of herbaceous root-soil with different root types. Journal of Earth Science (Accepted).
[2] Zuan Chen, Zhihe Jin, Xiaoge Huang, Shengwen Qi. A damage mechanics analysis on Rheological failure of rocks under high temperatures and pressures. American Journal of Physics and Applications, 2022, 10(2):24-32.
[3] Tang H, Luo J, Duan Z, Qi, S. 2022, Experimental investigation of the creep behaviour of remoulded loess under different levels of compactness. PloS one, 17(1): e0262456.
[4] Cui, Z., Qi, S., & Han, W*. 2022. The role of weak bedding planes in the cross-layer crack growth paths of layered rocks. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 8(1), 1-21.
[5] Yu Zou, Shengwen Qi*, Songfeng Guo, Bowen Zheng, Zhifa Zhan, Naiwu He, Xiaokun Hou, Haiyang Liu, 2022, Factors Controlling the Spatial Distribution of Coseismic Landslides Triggered by the Mw 6.1 Ludian Earthquake in China, Engineering Geology, 106477, https://doi.org/10.1016/j.enggeo.2021.106477

2021
[1] Xie Hu*, Liang Xue, Yongtang Yu, Songfeng Guo, Yifei Cui, Yao Li, Shengwen Qi*. 2021. Remote Sensing Characterization of Mountain Excavation and City Construction in Loess Plateau. Geophysical Research Letter, DOI: 10.1029/2021GL095230.
[2] Linxin Zhang, Shengwen Qi*, Yongtang Yu, Yaguo Zhang, Zhiqing Li, Xiaokun Hou, Lina Ma, Yu Zou, Songfeng Guo*, Jianbing Peng, 2021. A comparative study on the physical properties of natural sedimentary loess and manual filling compacted loess. Environment Earth Sciences https://doi.org/10.1007/s12665-021-10047-4
[3] Zhiqing Li*, Shengwen Qi, Zhiyu Qi, Qi Liu, Linxin Zhang, 2020, Microstructural changes and micro–macro-relationships of an intact, compacted and remolded loess for land-creation project from the Loess Plateau, Environmental Earth Sciences 80(17). http://DOI:10.1007/s12665-021-09872-4
[4] Lina Ma, Shengwen Qi*, Songfeng Guo*, Qiangbing Huang, Xiaokun Hou, Linxin Zhang, Investigation on the deformation and failure patterns of loess cut slope in Yan'an, China. Journal of Earth Sciences. URL：https://kns.cnki.net/kcms/detail/42.1788.P.20210928.1821.002.html
[5] Xiaokun Hou, Tonglu Li*, Shengwen Qi*, Songfeng Guo, Ping Li, Xu Yi, Xianli Xin, 2021, Investigation of cumulative influence of infiltration on the slope stability with a thick unsaturated zone, Bulletin of Engineering Geology and the Environment. https://doi.org/10.1007/s10064-021-02287-2
[6] Xueliang Wang*, Giovanni Battista Crosta*, Douglas Stead, Shengwen Qi, Paolo Frattini, Juanjuan Sun, Haiyang Liu. Fault controls on spatial variation of fracture density and rock mass strength within the Yarlung Tsangpo Fault damage zone (southeastern Tibet). Engineering Geology https://doi.org/10.1016/j.enggeo.2021.106238
[7] Xueliang Wang*, John J. Clague*, Giovanni Battista Crosta, Juanjuan Sun, Douglas Stead, Shengwen Qi, Luqing Zhang. Relationship between the spatial distribution of landslides and rock mass strength, and implications for the driving mechanism of landslides in tectonically active mountain ranges. Engineering Geology. https://doi.org/10.1016/j.enggeo.2021.106281
[8] Jianxian He, Zhifa Zhan, Shengwen Qi*, Songfeng Guo, Chunlei Li, Bowen Zheng, Xiaolin Huang, Yu Zou, Guoxiang Yang, Ning Liang. 2021. Dynamic response of a bedding rock slope and progressive failure characteristics using a large-scale shaking table, Landslides. 18(8). https://DOI:10.1007/s10346-021-01682-w
[9] Xuguo Shi, Xie Hu*, Nicholas Sitar, Robert Kayen, Shengwen Qi, Houjun Jiang, Xudong Wang. 2021. Hydrological control shift from river level to rainfall in the reactivated Guobu Slope besides the Laxiwa hydropower station (China). Remote Sensing of Environment 265(S1):112664
https://DOI:10.1016/j.rse.2021.112664
[10] Zhenning Ma, Rongyi, Qian, Rufus Catchings,Mark Goldman, Shenwen Qi. 2020. Ridgecrest Mw6.4-Mw7.1, Characteristics and significance of earthquake surface rupture. Chinese Journal of geophysics, 64(4): 1206-1214, https://doi:10.6038/cjg202100061
[11] Hua Li, Jianhui Deng,JianhuaYin,Shengwen Qi,Bowen Zheng,Jianbo Zhu, An experimental and analytical study of rate-dependent shear behaviour of rough joints. International Journal of Rock Mechanics and Mining Sciences. Volume 142, June 2021, 104702, https://doi.org/10.1016/j.ijrmms.2021.104702
 
2020
[1] Bowen Zheng, Shengwen Qi *, Xiaolin Huang, Ning Liang, Songfeng Guo. Compression-Induced Tensile Mechanical Behaviors of the Crystalline Rock under Dynamic Loads. Materials. https://doi.org/10.3390/ma13225107
[2] Zhiqing Li, Feng Hu, Shengwen Qi, Ruilin Hu,Yingxin Zhou, Yawei Bai. Deformation Characteristics of the Shear Zone and Movement of Block Stones in Soil–Rock Mixtures Based on Large-Sized Shear Test. Appl. Sci.2020,10(18), 6475; https://doi.org/10.3390/app10186475
[3] Bowen Zheng, Shengwen Qi*, Songfeng Guo , Xiaolin Huang, Ning Liang, Yu Zou, and Guangming Luo. A new shear strength criterion for rock masses with non-persistent discontinuities considering the nonlinear progressive failure process. Materials 2020, 13(21), 4694; https://doi.org/10.3390/ma13214694
[4] Xiaolin Huang*, Shengwen Qi*, Bowen Zheng, Ning Liang, Lihui Li, Lei Xue, Songfeng Guo, Xiang Sun, Daping Tai. An advanced grain-based model to characterize mechanical behaviors of crystalline rocks with different weathering degrees. Engineering Geology. 2020,105951, https://doi.org/10.1016/j.enggeo.2020.105951
[5] Songfeng Guo*, Shengwen Qi*, Charalampos Sarolgou. A-BQ, A classification system for anisotropic rock mass based on China National Standard. J. Cent. South Univ. (2020) 27.
[6] Xiaolin Huang, Shengwen Qi *, Bowen Zheng, Songfeng Guo, Ning Liang, Zhifa Zhan. 2020. Progressive Failure Characteristics of the Brittle Rock under High-strain-rate Compression Using the Bonded Particle Model. Materials, 13(18), 3943 doi:10.3390/ma13183943.
[7] Xianglong Yao, Shengwen Qi*, Xiaolin Huang, Songfeng Guo. 2020. An empirical attenuation model of peak ground acceleration (PGA) in the near field of a great earthquake. Natural Hazards. 105(1), 691-715. https://doi.org/10.1007/s11069-020-04332-x
[8] Bowen Zheng, Shengwen Qi*, Guangming Luo, Fangcui Liu, Xiaolin Huang, Songfeng Guo. 2020. Quantitative characterization of the discontinuity morphology with ArcGIS modeling. Bulletin of Engineering Geology and the Environment. https://doi.org/10.1007/s10064-020-02011-6
[9] Xiaolin Huang, Shengwen Qi *, Bowen Zheng, Youshan Liu, Lei Xue, Ning Liang. Stress Wave Propagation through Rock Joints Filled with Viscoelastic Medium Considering Different Water Contents. Applied Sciences 2020, 10, 4797; doi:10.3390/app10144797
[10] Xiaokun Hou, Shengwen Qi*, Tonglu Li*, Songfeng Guo, Wang Yu, Yan Li, Linxin Zhang, 2020, Microstructure and soil water retention behavior of compacted and intact silt loess, Engineering Geology.  Volume 277, November 2020, 105814, https://doi.org/10.1016/j.enggeo.2020.105814
[11] Lina Ma, Shengwen Qi *, Bowen Zheng, Songfeng Guo *, Qiangbing, Huang, Xinbao Yu, Comparisons Study on Physical-mechanical Properties and Microstructural Characteristics of Backfilled Loess farmland in Yan' an with different age. Sustainability 12(14), 5516; https://doi.org/10.3390/su12145516
[12] Bowen Zheng*, Shengwen Qi*, Xiaolin Huang, Songfeng Guo. 2020. A new shear strength formula for discontinuities considering size and low shear rate effect. Applied Sciences. doi:10.3390/app10124095
[13] Shengwen Qi*, Bowen Zheng, Faquan Wu, Xiaolin Huang, Songfeng Guo, Zhifan Zhan, Yu Zou, Barla Giovanni. 2020. A new dynamic direct shear testing device on rock joints. Rock Mechanics and Rock Engineering. 12(14), 5516; https://doi.org/10.3390/su12145516
[14] Jian Zhou, Luqing Zhang, Shengwen Qi, Duoxing Yang. Measurement of the ratio of dynamic to static stiffness of propped artificial fractures under varying normal stress, Engineering Geology, https://doi.org/10.1016/j.enggeo.2020.105683
[15] Zhiqing Li*, Feng Hu, Shengwen Qi, Ruilin Hu. 2020, Strain-softening failure mode after post-peak as a unique mechanism of ruptures for frozen soil-rock mixture,Engineering Geology. https://doi.org/10.1016/j.enggeo.2020.105725
[16] Linxin Zhang, Shengwen Qi*, Lina Ma, Songfeng Guo, Zhiqing Li, Guoliang Li, Jijin Yang, Tonglu Li, Xiaokun Hou. Three-dimensional pore characterization of intact loess and compacted loess with micron scale computed tomography and mercury intrusion porosimetry, Scientific Report. https://doi.org/10.1038/s41598-020-65302-8
[17] Mingdong Zang, Shengwen Qi*, Yu Zou, Zhuping Sheng, Blanca S. Zamora. 2020 .An improved method of Newmark analysis for mapping hazards of coseismic landslides. Nat. Hazards Earth Syst. Sci. 20, 712-726.
[18] Shengwen Qi*, Renato Macciotta, K. Shou, C. Saroglou, 2020. Preface to the Special Issue on “Advances in Rock Mass Engineering Geomechanics”. Engineering Geology, 266, https://doi.org/10.1016/j.enggeo.2020.105642
[19] Songfeng Guo, Shengwen Qi*, Zhifa Zhan, Lina Ma, Ephrem Getahun, Shishu Zhang. (2020). Numerical study on the progressive failure of heterogeneous geomaterials under varied confining stresses. Engineering Geology, https://doi.org/10.1016/j.enggeo.2020.105556
[20] Di, Q., Fu, C., An, Z., Wang, R., Wang, G., Wang, M., Qi, S. & Liang, P. (2020). An application of CSAMT for detecting weak geological structures near the deeply buried long tunnel of the Shijiazhuang-Taiyuan passenger railway line in the Taihang Mountains. Engineering Geology, 105517, https://doi.org/10.1016/j.enggeo.2020.105517
[21] Li, G., Li, G., Wang, Y., Qi, S., Yang, J. (2020). A rock physics model for estimating elastic properties of upper Ordovician-lower Silurian mudrocks in the Sichuan Basin, China. Engineering Geology, 266, 105460, https://doi.org/10.1016/j.enggeo.2019.105460
[22] Jianxian He, Shengwen Qi*, Yunsheng Wang, Charalampos Saroglou. 2020. Seismic response of the Lengzhuguan slope caused by topographic and geological effects. Engineering Geology, https://doi.org/10.1016/j.enggeo.2019
[23] Shengwen Qi*, Hengxing Lan, Derek Martin, Xiaolin Huang. 2020. Factors Controlling the Difference in Brazilian and Direct Tensile Strengths of the Lac du Bonnet Granite. Rock Mechanics and Rock Engineering, 53(3), 1005-1019, https://doi.org/10.1007/s00603-019-01946-x
 
2019
[1] Ephrem Getahun, Shengwen Qi*, Songfeng Guo, Yu Zou, Ning Liang. 2019. Characteristics of grain size distribution and the shear strength analysis of Chenjiaba long runout coseismic landslide, J. Mt. Sci. 16(9): 2110-2125, https://doi.org/10.1007/s11629-019-5535-3.
[2] Mingdong Zang, Jianbing Peng*, Shengwen Qi*. 2019. Earth fissures developed within collapsible loess area caused by groundwater uplift in Weihe watershed, northwestern China. Journal of Asian Earth Sciences, 173, 364–373, https://doi.org/10.1016/j.jseaes.2019.01.034
[3] Bin Zhang, Lei Shi, Xiong Yu, Shengwen Qi. 2019. Assessing the water-sealed safety of an operating underground crude oil storage adjacent to a new similar cavern–A case study in China. Engineering Geology. 249, 31, 257-272. https://doi.org/10.1016/j.enggeo.2019.01.008
[4] Xiaolin Huang, Shengwen Qi, Wei Yao, Kaiwen Xia*. Effect of Filling Humidity on the Propagation of High-Amplitude Stress Waves through an Artificial Joint. Geotechnical Testing Journal, 2019, 42(1). https://doi.org/10.1520/GTJ20170192
[5] Zhifa Zhan, Jianxian He, Bowen Zheng, Shengwen Qi. 2019. Experimental study on similar material ratio of slope model. Progress in Geophysics. (3), 48. (in Chinese)
[6] Zhifa Zhan, Shengwen Qi, Naiwu He, Bowen Zheng, Chuanfeng Ge. 2019. Shaking table model test of dynamic response of homogeneous rock slope under strong earthquake. Chinese Journal of Engineering Geology, 27(5), 946-954. (in Chinese)
 
2018
[1] Xiaolin Huang, Shengqwen Qi*, Kaiwen Xia, Xiaoshan Shi. 2018. Particle crushing of a filled fracture during compression and its effect on stress wave propagation. Journal of Geophysical Research: Solid Earth, 123, 5559–5587. https://doi.org/10.1029/2018JB016001
[2] Xing Xie, Shengwen Qi*, Fasuo Zhao, Donghong Wang. 2018. Creep behavior and the microstructural evolution of loess-like soil from Xi'an area, China. Engineering Geology, 236: 43-59. https://doi.org/10.1016/j.enggeo.2017.11.003
[3] Jianbing Peng, Shengwen Qi*, Ann Williams, Tom A. Dijkstra. 2018. Preface to the special issue on “Loess engineering properties and loess geohazards”. Engineering Geology, 236: 1-3. https://doi.org/10.1016/j.enggeo.2017.11.017
[4] Guoxiang Yang, Shengwen Qi*, Faquan Wu, Zhifa Zhan, 2018. Seismic amplification of the anti-dip rock slope and deformation characteristics: A large-scale shaking table test. Soil Dynamics and Earthquake Engineering.Vol.115, 907-916. https://doi.org/10.1016/j.soildyn.2017.09.010
[5] Charalampos Saroglou, Shengwen Qi, Songfeng Guo, Faquan Wu. ARMR, a new classification system for the rating of anisotropic rock masses. Bulletin of Engineering Geology and the Environment, 2018: 1-16. https://doi.org/10.1007/s10064-018-1369-4
[6] Chonglang Wang, Shengwen Qi. Application and prospect of 3D printing for rock mechanics. Progress in Geophysics. 2018, 33(2): 842-849. (in Chinese)
 
2017
[1] Xiaolin Huang, Qi Zhao, Shengwen Qi*, Kaiwen Xia, Giovanni Grasselli, Xuguang Chen. 2017. Numerical Simulation on Seismic Response of the Filled Joint under High Amplitude Stress Waves Using Finite-Discrete Element Method (FDEM). Materials, 10, 13; doi:10.3390/ma10010013
[2] Songfeng Guo, Shengwen Qi*, Yu Zou and Bowen Zheng. 2017. Numerical Studies on the Failure Process of Heterogeneous Brittle Rocks or Rock-Like Materials under Uniaxial Compression. Materials, 10(4), 378. https://doi.org/10.3390/ma10040378
[3] Shengwen Qi*, Yu Zou, Faquan Wu, Changgen Yan, Jinghui Fan, Mingdong Zang, Shishu Zhang and Ruyi Wang. 2017. A Recognition and Geological Model of a Deep-Seated Ancient Landslide at a Reservoir under Construction. Remote Sens. 2017, 9, 383; doi:10.3390/rs9040383
[4] Zhifa Zhan, Shengwen Qi*, 2017, Numerical study on dynamic response of a horizontal layered-structure rock slope under a normally incident Sv wave, Applied Science, 2017. 7, 716; doi:10.3390/app7070716
[5] Songfeng Guo, Shengwen Qi*, Guoxiang Yang, Shishu Zhang, & Saroglou, C. (2017). An Analytical Solution for Block Toppling Failure of Rock Slopes during an Earthquake. Applied Sciences, 7(10), 1008. https://doi.org/10.3390/app7101008
[6] Songfeng Guo, Shengwen Qi*, Bowen Zheng and Zhifa Zhan (2017). Plastic-strain-dependent strength model to simulate the cracking process of brittle rocks with an existing non-persistent joint. Engineering Geology, 231, 114-125. https://doi.org/10.1016/j.enggeo.2017.10.008
[7] Faquan Wu, Shengwen Qi. Summary of the 10th Congress of Engineering Geology of China. Chinese Journal of Engineering Geology. 2017, 25(1)，246-256. (in Chinese)
[8] Runqiu Huang, Shengwen Qi. Engineering Geology: review and and prospect of past ten years in Chian. Chinese Journal of Engineering Geology. 2017, 25(2)，257-266. (in Chinese)
 
2016
[1] Songfeng Guo, Shengwen Qi*, Ming Cai. 2016. Influence of tunnel wall roughness and localized stress concentrations on the initiation of brittle spalling. Bull Eng Geol Environ, 75(6):1597-1607, DOI 10.1007/s10064-015-0816-8
[2] Xiaolin Huang, Shengwen Qi, Kaiwen Xia*, Hong Zheng, Bowen Zheng. 2016. Propagation of high amplitude stress waves through a filled artificial joint: An experimental study, Journal of Applied Geophysics, 130, 1-7. https://doi.org/10.1016/j.jappgeo.2016.04.003
[3] Bowen Zheng, Shengwen Qi*. 2016. A new index to describe joint roughness coefficient (JRC) under cyclic shear. Engineering Geology. 212, 72-85.https://doi.org/10.1016/j.enggeo.2016.07.017
[4] Chunling Liu, Shengwen Qi, Liqiang Tong, Shishu Zhang, Yu Zou. 2016. Study on the development characteristics of debris flow in The Himalayan region. Journal of Engineering Geology. 24(3), 435-441. (in Chinese)
[5] Chunling Liu, Liqiang Tong, Shengwen Qi, Shishu Zhang, Bowen Zheng. 2016. Remote sensing investigation and analysis of influencing factors of glacier lake outburst disaster in Himalayan region. Journal of Remote sensing of territorial resources. 28(3), 110-115. (in Chinese)
[6] Fangcui Liu, Shengwen Qi, Jianbing Peng, Yong Luo, Bin Zhang. 2016. Distribution and development of ground fissures in Beijing. Journal of Engineering Geology. 24(6), 1269-1277. (in Chinese)
[7] Jingxi Yang, Jianping Shu, Zhongxu Liu, Gang He, Songfeng Guo, Shengwen Qi. 2016. Blasting excavation damage evaluation of jinping dam foundation rock mass. Chinese Journal of Engineering Geology. 24(6), 1318-1326. (in Chinese)
[8] Songfeng Guo, Shengwen Qi, Xingxing Li, Yu Zou, Shishu Zhang. 2016. Uniaxial strength and deformation characteristics of rock mass samples with discontinuities. Chinese Journal of Engineering Geology. 24(5), 891-898. (in Chinese)
[9] Songfeng Guo, Shengwen Qi, Xingxing Li, Yu Zou, Haijun Liao, Shishu Zhang. 2016. Study on stability classification of a highway rock slope in Mentougou District, Beijing. Journal of China Geological Survey. 3(3),55-61. (in Chinese)
[10] Shishu Zhang, Songfeng Guo, Shengwen Qi, Yubing Shi, Xiaoping Zhao. Deformation and failure characteristics and mechanism of the right bank slope of a hydropower station in southwest China. Journal of Underground Space and Engineering. 2016,12 Supple 2870-874. (in Chinese)
 
2015
[1] Xiaolin Huang, Shengwen Qi*, Youshan Liu, Zhifa Zhan. 2015. Stress wave propagation through viscous-elastic jointed rock masses using propagator matrix method (PMM). Geophysical Journal International. 200, 452–470.
[2] Shengwen Qi*, Hengxing Lan, Jinyu Dong, 2015. An analytical solution to slip buckling slope failure triggered by earthquake, Engineering Geology, 194, 4-11, http://dx.doi.org/10.1016/j.enggeo.2014.06.004
[3] Songfeng Guo, Shengwen Qi*. 2015. Numerical study on progressive failure of hard rock samples with an unfilled undulate joint. Engineering Geology. 193. 173-182. https://doi.org/10.1016/j.enggeo.2015.04.023
[4] Xiaoling Huang, Shengwen Qi*, Ann Williams, Yu Zou, Bowen Zheng. 2015, Numerical simulation of stress wave propagating through filled joints by particle model. International Journal of Solids and Structures 69–70, 23–33. https://doi.org/10.1016/j.ijsolstr.2015.06.012
[5] Shengwen Qi*, Xingxing Li, Songfeng Guo, Zhifa Zhan, Haijun Liao. 2015. Landslide-risk zonation along mountainous highway considering rock mass classification. Environ Earth Sci, 74,4493-4505. DOI 10.1007/s12665-015-4453-0
[6] Bowen Zheng, Shengwen Qi*, Zhifa Zhan, Yu Zou, Shishu Zhang. 2015. Effect of shear rate on strength characteristics of rock joints. Journal of Earth Sciences and Environment. 37, 5, 101-110.(in Chinese)
[7] Bowen Zheng, Shengwen Qi*. 2015. Review on dynamic shear test of rock discontinuities. Journal of Progress in Geophysics. 30(4),1971-1980. (in Chinese)
[8] Faquan Wu, Shengwen Qi. 2015. Engineering Geology: Science, Art and Challenge -- The development of engineering geology from 2014 National Engineering Geology Annual Conference. Journal of Engineering Geology. 23(1), 1-6. (in Chinese)
 
2014
[1] Xiaolin Huang, Shengwen Qi*, Songfeng Guo, Wanli Dong. 2014. Experimental study of ultrasonic waves propagating across rock mass with single joint and multiple parallel joints. Rock Mechanics and Rock Engineering. Volume 47, No. 2, 549-559. https://doi.org/10.1007/s00603-013-0399-2
[2] Faquan Wu, Shengwen Qi. 2014. Statistical rock mechanics study on mechanical effect of rock mass structure. Journal of Engineering Geology. 22(4): 601-609. (in Chinese)
 
2013
[1] Songfeng Guo, Shengwen Qi*, Xiaolin Huang. 2013. Anisotropy of rock mass strength and stress conditions for its transformation. Chinese Journal of Rock Mechanics and Engineering. 32(z2)：3222-3227. (in Chinese)
 
2012
[1] Shengwen Qi*, Faquan Wu, Zhong Qi Yue, Chunling Liu, 2012, Characteristics and mechanism of deep weathering of argillaceous limestones at Fengjie County, Three Gorges Region, Central China, Bulletin of Engineering Geology and the Environment, Volume 71, No. 2, 285-295, DOI:10.1007/s10064-011-0405-4 
[2] Hanhua Tan, Jiahui Huang and Shengwen Qi*, 2011, Application of cross-hole radar tomography in karst Area, Environmental Earth Sciences, 66,355-362,DOI 10.1007/s12665-011-1244-0 
[3] Shengwen Qi*, Qiang Xu, Hengxing Lan, Bing Zhang and Jianyou Liu. 2012, Resonance effect existence or not for landslides triggered by 2008 Wenchuan earthquake: A reply to comment by Drs. Xu Chong and Xu Xiwei, Engineering Geology,151,128-130. https://doi.org/10.1016/j.enggeo.2012.08.003
[4] Genlong Wang, Faquan Wu, Shengwen Qi. Mechanism and evaluation method of plastic flow - tensile collapse. Chinese Journal of Rock Mechanics and Engineering. 2012, Vol.31, supp2, 4271-4277. (in Chinese)
[5] Genlong Wang, Faquan Wu, Shengwen Qi. Study on failure mechanism of cantilever - tensile collapse. Rock and Soil Mechanics. 2012, Vol.31, supp2, 4271-4277. (in Chinese)
[6] Guoxiang Yang, Faquan Wu, Jinyu Dong, Shengwen Qi. Study on dynamic response characteristics and deformation failure mechanism of rock slope under earthquake. Chinese Journal of Rock Mechanics and Engineering. 2012, Vol.31 No.4, 696-702. (in Chinese)
[7] Guoxiang Yang, Hailin Ye, Faquan Wu, Shengwen Qi. Shaking table model test on dynamic response characteristics and failure mechanism of anti-dip layered rock slope. Chinese Journal of Rock Mechanics and Engineering. 2012, Vol.31 No.11, 2214-2221. (in Chinese)
 
2011
[1] Shengwen Qi*, Qiang Xu, Bing Zhang, Yuande Zhou, Hengxing Lan and Lihui Li, 2011，Source characteristics of long runout rock avalanches triggered by the 2008 Wenchuan earthquake, China, Journal of Asian Earth Sciences 40 (2011) 896–906. doi:10.1016/j.jseaes.2010.05.010
[2] Hanhua Tan, Jiahui Huang and Shengwen Qi *, 2011, Application of cross-hole radar tomograph in karst Area, Environmental Earth Sciences, 66(1): 355-362. DOI 10.1007/s12665-011-1244-0
[3] Shengwen Qi*, Faquan Wu. 2011, Stresses field characteristics of a valley slope in high geo-stress area. Rock and Soil Mechanics (in Chinese). Vol.32, No.5, 1460-1464.
[4] Shengwen Qi*, Faquan Wu. 2011. Surrounding rockmass quality classification of Tunnel cut by TBM with Fuzzy mathematics method, Chinese Journal of Rock Mechanics and Engineering(in Chinese), Vol.30, No.6,1225-1229
[5] Jinyu Dong, Guoxiang Yang, Faquan Wu, Shengwen Qi. 2011. Large-scale shaking table test on dynamic response and failure mode of bedding rock slope under earthquake . Rock and Soil Mechanics. Vol.32, No.10, 2977-2982 (in Chinese)
[6] Songfeng Guo, Shengwen Qi, Zhengrong Li, Jian Ma, Jianfeng Chai, Wenlong Zhai. Anchorage stability analysis of Longjiang Superlarge suspension Bridge in Yunnan province. Chinese Journal of Engineering Geology. 2011. Vol.19, 6, 909-916. (In Chinese)

2010
[1] Shengwen Qi*，Faquan Wu，Yuande Zhou , Yuhuan Song, Manfu Gong，2010, Influence of deep seated discontinuities on the left slope of Jinping I Hydropower Station and its stability analysis, Bulletin of Engineering Geology and the Environment. 69:333–342. DOI 10.1007/s10064-010-0268-0
[2] Manfu Gong, Shengwen Qi, Jianyou Liu. 2010, Engineering geological problems related to high geo-stresses at the Jinping I Hydropower Station, Southwest China, Bulletin of Engineering Geology and the Environment, 69:373–380，DOI 10.1007/s10064-010-0267-1
[3] Shengwen Qi*, Qiang Xu, Hengxing Lan, Bing Zhang and Jianyou Liu. 2010, Spatial distribution analysis of landslides triggered by 2008.5.12 Wenchuan Earthquake, China, Engineering Geology, 116 95–108
[4] QI Sheng-wen, LIU Chun-ling, CHANG Zhong-hua, ZHAI Wen-long,2010Engineering geology and hydrogeology mapping zonation for post-earthquake rebuilding planning of Yushu Ms7.1 earthquake damaged zone, Rock and Soil Mechanics, vol.31, supp2, 224-241. (in Chinese)
[5] Chunlin Liu, Shengwen Qi, Liqiang Tong, Guoying An, Xiaohui Li. 2010, Great Landslides in Himalaya mountain area and their occurrence with lithology (in Chinese), Journal of Engineering Geology, Vol.18, 5,669-676.
[6] Haijun Liao, Shengwen Qi*, Shenglin Qi, Zhongha Zhao. 2010, Subsidence deformation induced by undermined area of national coalmine corporation in underplanned new city of Mentougou District, Beijing, Journal of Engineering Geology ,Vol.18, supp, 132-137. (in Chinese)
[7] Faquan Wu, Jie Wu, Shengwen Qi. 2010, Theoretical analysis on mechanism of rockburst of brittle rockmass, Journal of Engineering Geology, 18(5), 589-595 (in Chinese)
[8] Jianyou Liu, Faquan Wu, Zhenhua Zhao, Shengqing Li, Shengwen Qi, Tong Liu, Jinyu Dong. 2010, Cause Anlysis of Cracks of Shotcrete Layer Around the Downstream Hance in Underground Powerhouse of Jinping Hydroelectric Power Station, Chinese Journal of Rock Mechanics and Engineering, Vol.29 Supp.2,3777-3784. (in Chinese)

2009
[1] Shengwen Qi, Zhongqi Yue, Faquan Wu, Zhonghua Chang. 2009. Deep weathering of a group of thick argillaceous limestone rocks over a large mountainous region in Fengjie County on Three Gorges Reservoir, central China. International Journal of Rock Mechanics and Mining Sciences. doi.10.1016/j.ijrmms.2009.03.006 (SCI&EI)
[2] Shengwen Qi, Zhongli Yue, Chunling Liu, Yuande Zhou, 2009. Significance of outward dipping strata in argillaceous limestones in the area of the Three Gorges reservoir, China, Bulletin of Engineering Geology and the Environment. DOI 10.1007/s10064-009-0206-1 (SCI&EI)
[3] Shengwen Qi, Qiang Xu, Chunling Liu, Bing Zhang, Ning Liang, Liqiang Tong, 2009, Slope instabilities in the severest disaster areas of Wenchuan earthquake, Journal of Engineering Geology, 2009, Vol. 17, No. 1, 39-49. (in Chinese)
[4] Panfeng Yao, Shengwen Qi, Ming Zhang, 2009, Simplified method for determining shear strength of unsaturated soils based on different paths, Rock and Soil Mechanics, Vol.30 No.9, Sept. 2009 (in Chinese)
[5] Changgen Yan, Faquan Wu, Shengwen Qi, Tong Liu, Masakatsu Miyajima, 2009, Deformation and strength parameters and size effect of random jointed rock mass by numerical simulation, Chinese Journal of Geotechnical Engineering, Vol.31 No.6, June 2009 (in Chinese)
[6] Xiaoli Chen, Hongliu Ran, Shengwen Qi, 2009, Triggering Factors Susceptibility of Earthquake2-Induced Landslides in 1976 Longling Earthquake, Acta Scientiarum Naturalium Universitatis Pekinensis, Vol. 45 , No. 1 (Jan. 2009) (in Chinese)

2008
[1] Shengwen Qi, Faquan Wu, Huaze Zhuang, Tong Liu, Changgen Yan, Jianfeng Chai, 2008，Characteristics of Unloading Fissures in Dam’s Base of Xiaowan Hydropower Station, Chinese Journal of Rock Mechanics and Engineering, Vol. 27, Suppl.1, 2907-2912 (In Chinese)
[2] Shengwen Qi, Xiaoyong Yang, Faquan Wu, Jianfeng Chai, Xiuhong Hu,2008, Deformation Regularity of deformation body in Shawan hydropower station, Journal of Engineering Geology, Vol. 16, suppl.451-455 (in Chinese)
[3] Nianfei, Shengwen Qi, Jianfeng Chai, 2008, Mechanism of “crescent sign” formation in avascular necrosis of femoral head (in Chinese), Chinese Journal of Reparative and Reconstructive Surgery. Vol. 22, No.3, 303-306.　
[4] Haifang He, Shengwen Qi, Faquan Wu, Keqiang He, 2008, Calculation method of designed thrust for anti-slide pile, Journal of Engineering Geology, 2008, 16(5), U416.1 (in Chinese)

2007
[1] Shengwen Qi. 2007. Evaluation of the Permanent Displacement of Rock Mass Slope Considering Deterioration of Slide Surface during Earthquake. Chinese Journal of Geotechnical Engineering, No.3, 452-457. (In Chinese)
[2] Xiaoli Chen, Shengwen Qi, Hong Ye, 2007, Fuzzy comprehensive study on seismic landslide hazardous based on GIS, Journal of Peking University (Sciences Version), No.2, 57-62. (In Chinese)
[3] Haijun Liao, Shengwen Qi, Cunjing Yang, Zhen Wang. 2007. Mechnism for initiation and development of Jietai temple landslide in Beijing, Chinese Journal of Engineering Geology, 15 (5), 585-592. (In Chinese)
[4] JianFeng Chai, Shengwen Qi, Kaiyong Teng, Xing Long. 2007. Spectial characteristics of deep fractures in high and steep slopes in southwestern of China. Chinese Journal of Engineering Geology, 15(6). 730-738. (In Chinese)
[5] Liqiang Tong, Shengwen Qi, Chunling Liu, 2007. Preliminary study of geohazard development patterns in the southeast region of Himalaya mountains. Chinese Journal of Engineering Geology, 15(6). 721-729. (In Chinese)
[6] Changgen Yan, Shengwen Qi, Faquan Wu, Yuling Shi, 2007. Historic geology method analysis on stability of Moluocun landslide. Coal Geology and Exploration. Vol. 35 No. 5, 46-49. (In Chinese)
[7] Faquan Wu, Shengwen Qi, Tong Liu. 2007. Two Types of Unloading Deformation of Rock Slopes Under High Geostress Condition. Chinese Journal of Engineering Geology, 15, suppl. 60-67. (In Chinese)
[8] Hanhua Tan, Qiang Luo, Shengwen Qi, 2007. Analysis of Failure Modes and Reinforce Effect of High Slope with Entirely Weathered Rock Mass. Highway. No. 12, 21-25. (In Chinese)
[9] Genlong Wang, Faquan Wu, Shengwen Qi, Haifang He. 2007. Research on limit analysis upper bound method for stability evaluation of anchored rock slope, Chinese Journal of Rock Mechanics and Engineering, 26(12), 2556-2563. (In Chinese)
[10] Genlong Wang, Yuming Men, Zhixing Chen, Faquan Wu, Shengwen Qi. 2007, Limit Analysis Method of Soil Slope Stability Based on Equidistant Circular Slip Surface. Journal of Earth Sciences and Environment, Vol. 29, No.2, 178-182. (In Chinese)
[11] Jiewang Zhu, Jianyou Liu, Faquan Wu, Zhifa Yang, Luqing Zhang, Shengwen Qi, 2007. Study on reinforcement technology of deep unloaded fissures in left bank of Jinping first stage hydropower station and its numerical simulation. Chinese Journal of Rock Mechanics and Engineering, 26(12), 2541-2548. (In Chinese)　
 
2006
[1] Shengwen Qi, 2006. Two Patterns of dynamic responses of single-free-surface slopes and their threshold height. Chinese Journal of Geophysics (Chinese Version), Vol.49, No.2, 518-523. (In Chinese)(SCI)
[2] Shengwen Qi, 2006. Characteristics, mechanism and development tendency of deformation of Maoping landslide after commission of Geheyan reservoir on the Qingjiang River, Hubei Province, China. Engineering Geology, 86,37-51.(SCI & EI) (In English)
[3] Shengwen Qi, Faquan Wu, Zhonghua Chang, Haiyan Liu, Weibing Si. 2006. Mechanism and model for deformation of bank slope with slightly inclined soil layers in Fengjie County of Three Gorges. Chinese Journal of Geotechnical Engineering, Vol.28, No.1, 88-91. (In Chinese)
[4] Shengwen Qi, Fuzhang Yan, Sijing Wang, Ruichun Xu, 2006. Characteristics, mechanism and development tendency of deformation of Maoping landslide after commission of Geheyan reservoir on the Qingjiang River, Hubei Province, China. Engineering Geology, 86,37-51.(SCI & EI)
[5] Changgen Yan, Shengwen Qi, Faquan Wu, Ronggui Liao, Tianming Su. 2006. Investigation of the formation of huge quaternary deposits on Dadu river near Houziyan hydropower dam. Chinese Journal of Engineering Geology, 14(2)159-164. (In Chinese)
[6] Changgen Yan, Xiaohua Yang, Yuling Shi, Shengwen Qi. 2006, TESTING AND APPLICATION OF GEOCELL IN LOESS SLOPES OF HIGHWAY. Chinese Journal of Rock Mechanics and Engineering. vol.25 supp.1 Feb., 3235-3238. (In Chinese)
[7] Haiyan Liu, Faquan Wu, Shengwen Qi, Zhonghua Chang, Yunjun Cui. 2006, The dissolution process and the rockmass breakage of marlite slope in Three Gorges Reservoir Regio. Coal Geology and Exploration, 38(4), 37-40. (In Chinese)
[8] Haiyan Liu, Faquan Wu, Shengwen Qi, Zhonghua Chang, Shujing Li, Sumei Zhang. 2006, Some new findings on the boundaries of Baiyi landslide in Fengjie, Three gorges. Chinese Journal of Engineering Geology, 14(6)，782-787. (In Chinese)

2005
[1] Faquan Wu, Shengwen Qi, Hengxing Lan. 2005, Mechanism of uplift deformation of the dam foundation of Jiangya Water Power Station, Hunan Province, P.R. China. Hydrogeology Journal 13: 451-466. (SCI&EI)
[2] Donghong Wang, Xing Xie, Wei Zhang, Shengwen Qi, Fasuo Zhao. 2005, On Bearing Behavior of Super-long Hole Bored Piles in Xi’an. Chinese Journal of Engineering Geology, Vol.13, No.1, 117-123. (In Chinese)
[3] Zhonghua Chang, Faquan Wu, Haiyan Liu, Shengwen Qi. 2005, Bank slope types and rock mass structural features in new Fengjie county, three gorges reservoir region. Chinese Journal of Rock Mechanics and Engineering, 24(17),3057-3063. (In Chinese)
[4] Lihu Li i, Zhifa Yang, Luqing Zhang, Shengwen Qi, Min Lu, Jian Zheng. 2005, A Discussion on the inclined roof design of Longyou caverns for engineering sciences. Chinese Journal of Rock Mechanics and Engineering, Vol. 24, No. 2,336-343. (In Chinese)
[5] Panfeng Yao, Min Zhang, Zhengang Zhang, Shengwen Qi, 2005, Implementation method of unsaturated soil mechanics in Engineering. Chinese Journal of Engineering Geology.13(3), 346-352. (In Chinese)

2004
[1] Shengwen Qi*, Faquan Wu, Fuzhang Yan, Hengxing Lan. 2004, Mechanism of deep cracks in the left bank slope of Jinping first stage hydropower station. Engineering Geology, 73, No.1-2, 129-144(SCI&EI)
[2] Shengwen Qi, Faquan Wu. 2004, Development of Uplift Deformation of Dam Foundation and Surrounding Mountains of Jiangya Water Power Station. Chinese Journal of Geotechnical Engineering. Vol.26, No.2, 259-262. (In Chinese)
[3] Shengwen Qi, Faquan Wu, Zhenming Ding, Tong Liu, 2004, Study on mechanism of deep fractures of Jinping First stage Hydropower station by Engineering Geology Analogy. Chinese Journal of Rock Mechanics and Engineering, Vol.23, No.8, 1380-1384. (In Chinese)
[4] Shengwen Qi, Faquan Wu, Chunling Liu, Yanhui Ding, 2004, Engineering geology analysis on stability of slope under earthquake. Chinese Journal of Rock Mechanics and Engineering. Vol.23, 16, 2792-2797. (In Chinese)
[5] Chunling Liu, Fasuo Zhao, Shengwen Qi, Weiqing Sun. 2004, On interaction between single pile and soil and mechanism of load transferring. Chinese Journal of Engineering Geology. Vol.12, Suppl., 406-410. (In Chinese)
[6] Shenglin Qi, Shengwen Qi, Fsquan Wu,2004, On permanent displacement of earthquake induced slide based on residual pushing force method, Journal of Engineering Geology. Vol.12, No.1, 63-68. (In Chinese)
[7] Shengwen Qi, Hongfeng Nie, Fuzhang Yan, Chunling Liu, 2004, CUSP catastrophe analysis on stability of Maoping Landslide,Journal of Engineering Geology. Vol.12, Suppl.,519-522. (In Chinese)
[8] Xiao Huang, Shengwen Qi, Jinzhong Sun, 2004, Stability assessment of side slope of construction site at the foot of hill, Journal of Engineering Geology, Vol.12, Suppl., 297-301. (In Chinese)
[9] Chunling Liu, Fasuo Zhao, Shengwen Qi, Weiqing Sun, 2004,On interaction between single pile and mechanism of load transferring, Journal of Engineering Geology, Vol.12, Suppl., 406-410. (In Chinese)
[10] Jinzhong Sun, Shengwen Qi, Hui Zhang, 2004, Application of Rayleigh wave detection in nondestructive testing for engineering, Journal of Engineering Geology, Vol.12, Suppl.,427-432. (In Chinese)

2003
[1] Shengwen Qi, Faquan Wu, Jinzhong Sun. 2003, General regularity of dynamic responses of slopes under dynamic input. Science in China, Series E, Vol.46, Supp., 120-132. (SCI&EI)
[2] Shengwen Qi, Faquan Wu, Jinzhong Sun, 2003, Study of slope dynamic response law, Science in China, series E: technological sciences, Vol.33, Supp., 28-40. (In Chinese)
[3] Faquan Wu, Shenngwen Qi, 2003, Mechanism of uplift deformation of the dam foundation of Jiangya reservior and the nearby mountains, Vol.25, No.4,449~454. (EI) (In Chinese)

2002
[1] Shengwen Qi, Faquan Wu, Hengxin Lan, 2002, Stability analysis on high slopes at outlet and inlet of the diversion and spillway tunnels of Panshitou reservoir. Chinese Journal of Rock Mechanics and Engineering, Vol.21,No.3 -353-359 (EI) (In Chinese)
[2] Shengwen Qi, Faquan Wu, Hengxin Lan, 2002, Study on the mechanism of the deep fractures of the left abutment slope at the Jinping first stage hydropower station, Chinese Journal of Geotechnical Engineering, Vol.23,No.6,817~820. (EI) (In Chinese)
[3] Shengwen Qi, Faquan Wu,2002, Deep fracture deformation models of pusiluogou left abutment slope at jinping first stage hydropowerstation, Rock and Soil Mechanics, Vol.23,No.6,817~820. (EI) (In Chinese)
[4] Shengwen Qi, Jinzhong Sun, Hua He, 2002, Review of Rayleigh Wave Exploration, Progress in Geophysics, Vol.17, No.4, 630~635, (In Chinese)
[5] Faquan Wu, Shengwen Qi, 2002, The Jiangya model - a dam uplift-deformation due to reservoir water storing, Geotechnical Engineering Field, 6(1), 27~29. (In Chinese)
[6] Hongfeng Nie, Shengwen Qi, Jinzhong Sun, Shujuan Xi, Analytical Hierarchy process and fuzzy mathematical evaluation of regional stability of Chongqing municipality, Journal of Engineering Geology, Vol.10,No.4,408~414. (In Chinese)

2001
[1] Shengwen Qi, Xipin Zheng, Jinzhong Sun, 2001, Study on vibration effect induced by tamped pile construction, Journal of Engineering Geology, Vol.9, No.3,326~330. (In Chinese)
[2] Shengwen Qi, Faquan Wu, Fuzhang Yan, 2001, Forecast on deformation and stability of A'ba aluminum plant foundati on and slope, Chinese Journal of Geotechnical Engineering, ol.23, No.6. 659-663.(EI) (In Chinese)
[3] Shengwen Qi, Jinzhong Sun, Zhiqing Wan. 2001, Some Improvements in Transient Rayleigh Wave Exploration Method, Journal of Liaoning Technical University Natural Science Edition, 20 (4): 466~468 (EI) (In Chinese)
[4] Zhiqing Wan, Siqing Qin, Shengwen Qi, 2001, The karstic collapse and its protection in Guilin city, Journal of Engineering Geology, Vol.9, No.2, 199~203. (In Chinese)
[5] Jinzhong Sun, Hanhua Tan, Shengwen Qi, Shuli Wang. 2001. Frequency Analysis of Heavy Tamping Vibration. Journal of China of Geosciences（In English）, Vol.12, No.2, 150~154.(EI) (In Chinese)
[6] Hanhua Tan, Jinzhon Sun, Shengwen Qi ,2001The research on the laws of tamper vibration attenuation, Geotechnical Investigation & Surveying, 2001, No.5, 11-14 (In Chinese)

2000
[1] Jinzhong Sun, Hanhua Tan, Shengwen Qi, Naiqi Shen, 2000, Analysis of factors influencing the attenuation of ground vibration caused by heavy tamping, geoscience, Journal of Graduate School, China University of Geoscinces, 14 (2 ): 230~234 (In Chinese)
[2] Jinzhong Sun, Hanhua Tan, Shengwen Qi, 2000, Frequency analysis of dynamic compaction vibration, C Chinese Journal of Geotechnical Engineering, 22(4): 412~415. (EI) (In Chinese)
[3] Jinzhong Sun, Hanhua Tan, Shengwen Qi, 2000, Determination of the vibration source boundary in studying dynamic compaction, Journal of Engineering Geology, 8, suppl., 369~371. (In Chinese)
 
 
Conference Paper
2015
[1] Zhifa Zhan, Shengwen Qi*, Xiaolin Huang, and Yu Zou,2015. Discussion of Some Fundamental Issues of FLAC3D in Research of Dynamic Response of Rock Slope, ISRM Congress 2015 Proceedings - Int'l Symposium on Rock Mechanics - ISBN: 978-1-926872-25-4.  
[2] Bowen Zheng, Shengwen Qi*, Songfeng Guo, Xiaolin Huang. 2015. The influence of shear velocity on the strength characteristics of rock joints. ISRM Congress 2015 Proceedings - Int'l Symposium on Rock Mechanics - ISBN: 978-1-926872-25-4. 
  
2014
[1] Chunling Liu, Liqiang Tong, Shengwen Qi*, 2014. Susceptibility of Rocky Desertification Based on Analytical Hierarchy Process and Certainty Factor (AHP-CF) Method: A Case from Changshun County, Guizhou Province, SW of China, G. Lollino et al. (eds.), Engineering Geology for Society and Territory – Volume 3, DOI: 10.1007/978-3-319-09054-2_106, Springer International Publishing Switzerland 2014. 
[2] Shengwen Qi*, C.D Martin, Shenglin Qi, Yu Zou, 2014. In situ test on dynamic response of single surface slope, G. Lollino et al. (eds.), Engineering Geology for Society and Territory – Volume 2, DOI: 10.1007/978-3-319-09057-3_305, Springer International Publishing Switzerland 2014. 
  
2013 
[1] Hengxing Lan, Martin, CD, Shengwen Qi. (2013). A 3D grain based model for characterizing the geometric heterogeneity of brittle rock. Arma,13-194. 
[2] Songfeng Guo, Shengwen Qi, Bowen Zheng & Xingxing Li (2013). The deformation and strength properties of Jinping Marble with different confining pressure under cyclic loading-unloading tests. In: Proceedings of the International Symposium and 9th Asian Regional Conference of IAEG. Global View of Engineering Geology and the Environment. Edited by Wu F & Qi S, pp. 413-417. ISBN 978-1-138-00078-0. 
[3] Bowen Zheng, Shengwen Qi, Songfeng Guo and Xingxing Li (2013). Experimental research on deformability and strength of Marble in Jinping under different confining pressure. In: Proceedings of the International Symposium and 9th Asian Regional Conference of IAEG. Global View of Engineering Geology and the Environment. Edited by Wu F & Qi S, pp. 419-425. ISBN 978-1-138-00078-0. 
[4] Genlong Wang, Shengwen Qi, Hengxing Lan (2013). Numerical simulation of limit pressure against debris flow for the 8th August, 2010 Sanyanyu debris flow in China: A case study. In: Proceedings of the International Symposium and 9th Asian Regional Conference of IAEG. Global View of Engineering Geology and the Environment. Edited by Wu F & Qi S, pp. 173-177. ISBN 978-1-138-00078-0. 
  
2012
[1] Shengwen Qi*, Faquan Wu. Yuhuan Song and Zhiqing Li. Reactivation of an overlooked landslide in site of powerplant of Shawan hydropower station, Sichuan, China. In Landslides and engineered slopes Protecting Society through Improved Understanding. 675-680. Editors: Erik Eberhardt, Corey Froese, A. Keith Turner and Serge Leroueil. Proceedings of the 11th international and 2nd north American Symposium on Landslides and Engineered Slopes, Banff, Canada, 3-8 June, CRC Press Taylor and Francis Group, ISBN 978-0-415-63302-4.  
[2] Shengwen Qi*, Changgen Yan, Chunling Liu. Two typical types of earthquake triggered landslides and their mechanisms. In Landslids and engineered slopes Protecting Society through Improved Understanding. 1819-1823. Editors: Erik Eberhardt, Corey Froese, A. Keith Turner and Serge Leroueil. Proceedings of the 11th international and 2nd north American Symposium on Landslides and Engineered Slopes, Banff, Canada, 3-8 June, CRC Press Taylor and Francis Group, ISBN 978-0-415-63303-1. 
  
2011
[1] Shengwen Qi *, Faquan Wu. Numerical simulation excavation disturbed zone (EDZ) of granite gneiss dam foundation in high geostress area-a case from Xiaowan hydropower station, China. In Environmental Geosciences and Engineering Survey for Territory Protection and Population Safety, 176-176. International Conference EngeoPro-2011, Moscow, 6-8.09.2011, ISBN 978-5-903926-20-6  
[2] Yuhuan Song, Shengwen Qi*, Runqiu Huang. Deformation and stability of the outlet slope of water diversion tunnel, the flood discharge tunnel and the tail water tunnel at right bank of first level hydropower station of Jinping. In Environmental Geosciences and Engineering Survey for Territory Protection and Population Safety, 114-114. International Conference EngeoPro-2011, Moscow, 6-8.09.2011, ISBN 978-5-903926-20-6.

2010
[1]. Shengwen Qi*, Faquan Wu and Chunling Liu, 2010, Effects of single face slope on seismic ground responses, 3461-3468, In Geologically Active – Williams et al. (eds) Taylor & Francis Group, London, ISBN 978-0-415-60034-7,
[2]. Chunling Liu, Shengwen Qi and Liqiang Tong, Distribution of groundwater discharge points in karstic mountainous terrain, Southwest China, 4279-4285, In Geologically Active – Williams et al. (eds) Taylor & Francis Group, London, ISBN 978-0-415-60034-7
[3]. Changgen Yan, Faquan Wu, Tong Liu, Shengwen Qi, Unloading phenomena characteristics in brittle rock masses by a large-scale excavation in dam foundation, 3889-3896, In Geologically Active – Williams et al. (eds) Taylor & Francis Group, London, ISBN 978-0-415-60034-7
[4] Shengwen Qi,  Faquan Wu, Shengwu Song, Manfu Gong, 2010, Phenomenon of ‘deep fissures’ in JIngping and its engineering geological significance, Harmony on Earth hydraulic rock mechanics - the Third National Conference on Hydraulic Rock Mechanics, Shanghai, Tongji University Press, 2010，399-404.

2009
[1]Shengwen Qi, Faquan Wu, Jianfeng Chai, Deep seated cracks developed in the high-steep slopes around eastern margin of Qinghai-Tibet Plateau, Proceedings of the international Symposium and the 7th Asian Regional Conference of IAEG (Edited by Runqiu Huang, Niek Rengers etal ), Sept. 9-11, 2009, Chengdu, China.
[2] Jianyou Liu, Faquan Wu, Shengwen Qi and Xiaoqiang Yi, Key Engineering Geological problems in construction of underground powerhouse of Jinping I Hydropower station, 274-274, Proceedings of the international Symposium and the 7th Asian Regional Conference of IAEG (Edited by Runqiu Huang, Niek Rengers etal ), Sept. 9-11, 2009, Chengdu, China.
[3] Yuling Shi, Changgen Yan, Shengwen Qi and Faquan Wu, Histroci geology method analysis stability of Moluocun Landslide, 281-285, Proceedings of the international Symposium and the 7th Asian Regional Conference of IAEG (Edited by Runqiu Huang, Niek Rengers etal ), Sept. 9-11, 2009, Chengdu, China.

2008
[1] Shengwen Qi, Zhong Qi Yue and Chun-ling Liu Zhong-hua Chang, Instability of Cut Slopes Comprising Deep Weathered Argillaceous Limestone in New Fengjie County on three Gorges Reservoir in Central China. Kyoji Sassa, Proceedings of The First World Landslide Forum 18-21 November 2008, United Nations University, Tokyo, Japan, Poster Session Volume, 95-99.
[2] Shengwen Qi, Zhong QI Yue and Chunling Liu. Ground environmental problems encountered during development of a new town for resettlement of huge number of people before impounding of Three Gorges Reservoir on Yangtze River in China.
[3] Liqiang Tong, Shengwen Qi, Chunling Liu, Remote sensing based investigation of landslides in Himalaya mountains. Kyoji Sassa, Proceedings of The First World Landslide Forum 18-21 November 2008, United Nations University, Tokyo, Japan, Parallel Session Volume, 593-594.
[4] Chunling Liu, Liqiang Tong and Shengwen Qi. Remote sensing based investigation of rock desertification development in karst mountainous region, Southwest China.(Submitted for wec2008)

2007
[1] Shengwen Qi, Chunlin Liu,2007, Simplified algorithm of dynamic stability analysis of single slope , National slope construction and protection technology Seminar, Shengzhen, 342-348.
[2] Shengwen Qi, Faquan Wu, Daguo Wang, Xiao Li, Shouding Li,2007, Advance Rate (AR) of TBM and rock mass classification. Tunnels, underground works and rock crushing Symposium, Dalian,67-76
[2]. Panfeng Yao, Shengwen Qi, Ming Zhang, Zhen’gang Zhang,2007, The engineering application of unsaturated soils pressure theory, National Geotechnical Engineering Conference, Wuhan

2006
[1] Shengwen Qi, Faquan Wu, ChanggenYan, Zhuping Shen. 2006, Impacts of Inundation of Houziyan Reservoir on Zang Nationality Blockhouse Group Relics along the Dadu River. World Environmental and Water Resources Congress 2006 (CD)(ASCE)

2005
[1]Qi Shengwen, Wu Faquan, Chang Zhonghua, Liu Haiyan. 2005, Mechanism of deformation mode of near horizontal layer bank slope of Fengjie county, Three gorges. International Symposium on lastest natural disasters-new challenges for engineering geology, geotechinics and civil protection.Sept. 5-8, Sofia, Bulgaria, 89-89 (full text in CD)

2004
[1]. Faquan Wu, Shengwen Qi, 2004, Jinping mode of unloading deformation failure of High steep rock slope, Engineering geological mechanics study, Beijing, Geological Publishing House, 32-44.(in Chinese)

2001
[1]. Shengwen Qi, Sunjin Zhong, Wei Feng, 2001, Application of Multichannel Trasient Rayleigh Wave Exploration and Engineering applications, China Engineering Geophysical detection technology, edited by Chinese Geophysical Engineering Geophysical Society Professional Committee, Seismological Press, 14 - 19. (in Chinese)

1999
[1]. Jingzhong Sun, Shengwen Qi, Tieshuan Guo, 1999, Transient Rayleigh wave detection of foundation compaction tamping effect of Zhangzhou Stone Power Plant, Construction testing corpus. Metallurgical Industry Press, 153 - 161 (in Chinese)
[2]. Jingzhong Sun, Hanhua Tan, Shengwen Qi,1999, Vibration monitoring and analysis of Tamping ground treatment, Construction testing corpus. Metallurgical Industry Press, 166~171 (in Chinese)  

Patent
[1] Shengwen Qi, Bowen Zheng, Faquan Wu, Xiaolin Huang, Zhifa Zhan, Yu Zou. The invention relates to a test system and a test method for testing the performance of rock discontinuity. ZL201410078860.7（CN103792133B）,2016-07-06.(patent for invention)
[2] Shengwen Qi, Xiaolin Huang, Songfeng Guo. The utility model relates to an impact shear instrument for rock discontinuities. ZL201210276330.4（CN102759486B）,2014-11-19. (patent for invention)
[3] Shengwen Qi, Xiaolin Huang, Bowen Zheng, Songfeng Guo, Yu Zou, Zhifa Zhan, Chonglang Wang. The utility model relates to a device for indirectly measuring the dynamic stiffness of rough structural planes. ZL20171023786.1,2019-05-10. (patent for invention)
[4] Shengwen Qi, Bowen Zheng, Songfeng Guo, Xiaolin Huang, Yu Zou, Ning Liang, Lina Ma. A shear box for testing shear anisotropy of rock discontinuities. ZL201721707121.5,2018-03-13. (patent for utility model)
[5] Xiaolin Huang, Shengwen Qi, Songfeng Guo. The utility model relates to an ultrasonic testing equipment for rock specimen. ZL201210275641.9（CN102830171B）,2014-10-22. (patent for invention)
[6] Zhifa Zhan, Shengwen Qi, Xiaolin Huang. One-dimensional stress wave rock specimen dynamic test instrument. ZL201310298673.5（CN103323346B）,2015-07-08. (patent for invention)
[7] Bowen Zheng, Shengwen Qi, Shishu Zhang, Songfeng Guo, Donghui Ma, Jingen Ma, Congyan Ran, Dingguo Shi. The utility model relates to a shear box for testing the shear performance of rock discontinuity. ZL201610348937.7,2018-05-25. (patent for invention)
[8] Bowen Zheng, Shengwen Qi, Shishu Zhang, Songfeng Guo, Donghui Ma, Jingen Ma, Congyan Ran, Dingguo Shi. The utility model relates to a shear box for testing the shear performance of rock discontinuity. ZL201620479223.5,2016-11-09. (patent for utility model)
[9] Shishu Zhang, Zhifa Zhan, Shengwen Qi, Jinshan Hu, Linlin Yao, Xiaoping Zhao, Guoqing Yuan, Congyan Ran, Xingdong Ma, Zhongtao Cui, Shihan Shan, Jianming Xie. Measuring device for friction Angle of rock discontinuity. ZL201510420666.7,2017-12-01. (patent for invention)
[10] Shishu Zhang, Zhifa Zhan, Shengwen Qi, Jinshan Hu, Linlin Yao, Xiaoping Zhao, Guoqing Yuan, Congyan Ran, Xingdong Ma, Zhongtao Cui, Shihan Shan, Jianming Xie. Patent of portable friction Angle measuring device for rock discontinuous plane. ZL201520519178.7,2015-11-18. (patent for utility model)
[11] Bowen Zheng, Shengwen Qi, Xiaolin Huang, Songfeng Guo, Yu Zou. Sample preparation mould for shear test of rock mass structural plane. ZL201822013825.3,2019-08-02. (patent for utility model)
[12] Yu Zou, Shengwen Qi, Bowen Zheng, Xiaolin Huang, Songfeng Guo, Jiaguo Xia, Xingxing Li. Test equipment for simulating rock mass collapse. ZL201811417926.5,2019-11-21. (patent for invention)
[13] Bowen Zheng, Shengwen Qi, Songfeng Guo, Xiaolin Huang, Zhifa Zhan, Yu Zou, Donghui Ma. Test method for simulating dynamic response of forward slope. ZL201822013825.3, 2019-08-02. (patent for utility model)
[14] Bowen Zheng, Shengwen Qi, Songfeng Guo, Xiaolin Huang, Ning Liang, Yu Zou, Zhifa Zhan, Libo Jiang, Xin Wang. Shear box for testing cyclic shear characteristics of rock mass structural plane. ZL201910633628.8, 2020-02-14. (patent for invention)
[15] Yu Zou, Shengwen Qi, Naiwu He, Zhifa Zhan, Wenjun Han, Su Zhang, Songfeng Guo. Test equipment for simulating rock mass collapse. ZL201922020046.0.2020-07-31. (patent for utility model)
[16] Bowen Zheng, Shengwen Qi, Fangcui Liu, Songfeng Guo, Xiaolin Huang, Ning Liang, Yu Zou, Guangming Luo, Zhifa Zhan, Libo Jiang, Xin Wang. Shear box for testing shear characteristics of rock mass and soil mass. ZL202010114962.5,2020-08-25. (patent for invention)
[17] Bowen Zheng, Shengwen Qi, Qian Sheng, Xiaolin Huang, Ning Liang, Songfeng Guo, Guangming Luo, Chonglang Wang. Test device and method for simulating earthquake dynamic response of underground cavern. ZL202010325289.X.2020-11-27. (patent for invention)
[18] Shengwen Qi, Bowen Zheng, Xiaolin Huang, Songfeng Guo, Ning Liang, Yu Zou, Guangming Luo, Luqing Zhang, Haijun Zhao, Lei Xue, Zhiqing Li, Jie Guo, Libo Jiang, Xin Wang. Rock Mass Shear Test System for Computed Tomography Scanning with High-Energy Accelerator. 2020103675. 2021-01-20. (Australian innovation patent)
[19] Shengwen Qi, Songfeng Guo, Zhifa Zhan, Yu Zou, Bowen Zheng, Xiaokun Hou, Shishu Zhang, Jingen Ma, Congyan Ran, Dingguo Shi, Xingdong Ma, Guoqing Yuan, Xiuhua Wang. An experimental instrument for rock mass tension and compression synergy. 2020101815. 2020-09-02. (Australian innovation patent)
[20] Shengwen Qi, Xiaolin Huang, Xiaohui Zhang, Bowen Zheng, Zhiqing Li, Lihui Li, Shouding Li, Fengshan Ma, Siqing Qin, Yanjun Shang, Lei Xue. Shear box for simulating motion characteristics of active fault. 2020102283. 2020-10-14. (Australian innovation patent)
[21] Bowen Zheng, Shengwen Qi, Xiaolin Huang, Ning Liang, Yu Zou, Zhifa Zhan, Libo Jiang, Xin Wang. SHEAR BOX FOR TESTING CYCLIC SHEAR CHARACTERISTICS OF A ROCK MASS DISCONTINUITY. US 10876944 B1. 2020-12-29. (American invention patent)
[22] Shengwen Qi, Bowen Zheng, Songfeng Guo, Xiaolin Huang, Yu Zou. Dynamic cyclic direct shear test method of rock mass structural plane. ZL201811168752.3.2021-06-29. (patent for invention)
[23] Shengwen Qi, Xiaolin Huang, Xiaohui Zhang, Bowen Zheng, Zhiqing Li, Lihui Li, Shouding Li, Fengshan Ma, Siqing Qin, Yanjun Shang, Lei Xue. A shear box for simulating the motion characteristics of active faults. ZL.202010835052.6. (patent for invention)
[24] Shengwen Qi, Bowen Zheng, Xiaolin Huang, Songfeng Guo, Ning Liang, Yu Zou, Guangming Luo, Luqing Zhang, Haijun Zhao, Lei Xue, Zhiqing Li, Jie Guo, Libo Jiang, Xin Wang. Rock mass shear test system for CT scanning of high energy accelerator. ZL.202011256870.7. (patent for invention)
[25] Yu Zou, Guangming Luo, Bowen Zheng, Shengwen Qi, Hui Zhou, ManchaoHe. Experimental system and method for simulating the influence of fracture stick-slip dislocation on tunnel engineering. ZL2021100491304. (patent for invention)
[26] Yu Zou, Shengwen Qi, Xiaolin Huang, Guangming Luo, Bowen Zheng, Songfeng Guo, Jiaguo Xia.  ManchaoHe. Working condition adjusting device and method for dynamic compression test of Hopkinson bar sand. ZL202110089656.5. (patent for invention)
[27] Yu Zou, Guangming Luo, Bowen Zheng, Shengwen Qi, Hui Zhou, Manchao He. Experimental system and method for simulating effect of fault stick-slip displacement on tunnel engineering. (American invention patent)
[28] Shengwen Qi, Bowen Zheng, Xiaolin Huang, Songfeng Guo,Ning Liang, Yu Zou, Guangming Luo, Luqing Zhang, Haijun Zhao, Lei Xue, Zhiqing Li, Jie Guo, Libo Jiang, Xin Wang. ROCK MASS SHEAR TEST SYSTEM FOR HIGH-ENERGY ACCELERATOR COMPUTED TOMOGRAPHY (CT) SCANNING. US17,361,332B1. 2021-11-25. (American invention patent)
[29] Shengwen Qi, Bowen Zheng, Songfeng Guo, Xiaolin Huang, Yu Zou. Method for dynamic cyclic direct shear test of rock mass discontinuities. 2019359149. 2021-09-16. (Australian Standard Patent)
[30] Shengwen Qi, Xiaolin Huang, Bowen Zheng, Songfeng Guo, Yu Zou, Zhifa Zhan, Chonglang Wang. Device for indirectly measuring dynamic stiffness of rough structural surface. 2021105145. 2021-09-22. (Australian innovation patent)
[31] Bowen Zheng, Shengwen Qi, Fangcui Liu, Songfeng Guo, Xiaolin Huang, Ning Liang, Yu Zou, Guangming Luo, Zhifa Zhan, Libo Jiang, Xin Wang. Shear Box for Testing Shear Characteristics of Rock Mass and Soil Mass. 2020244513. 2021-03-18. (Australian Standard Patent)
[32] Bowen Zheng, Shengwen Qi, Xiaolin Huang, Songfeng Guo, Yu Zou. SAMPLE PREPARATION MOULD FOR SHEAR TEST OF ROCK MASS DISCONTINUITIES. 2019392985. 2021-10-14. (Australian Standard Patent)
[33] Songfeng Guo, Shengwen Qi, Shishu Zhang, Xingdong Ma, Guoqing Yuan, Xiuhua Wang, Bowen Zheng, Yu Zou, Xiaolin Huang, Ning Liang. Energy-absorbing anchor rod device with umbrella structure. ZL202010654811.9,2021-05-14. (patent for invention)
[34] Yu Zou, Songfeng Guo, Shengwen Qi, Xiaolin Huang, Bowen Zheng. A method for establishing the distribution of in-situ stress field on slopes in canyon area. ZL202110828137.6,2021-10-08. (patent for invention)
[35] Yu Zou, Shengwen Qi, Xiaolin Huang, Songfeng Guo, Jiahu Du, Xiaokun Hou, Bowen Zheng, Ning Liang, Jiaguo Xia, Xingxing Li, Feng Xiong, Xintong Wang, Guiyang Ren. Hopkinson rod device for hydrate kinetics test. ZL202110855697.0,2021-11-09. (patent for invention)
[36] Bowen Zheng, Shengwen Qi, Songfeng Guo, Xiaolin Huang, Ning Liang, Guangming Luo, Yu Zou. Guiyang Ren. A Clamp and shear test device. ZL202110707117.3,2021-09-21. (patent for invention)
[37] Guangming Luo, Shengwen Qi, Bowen Zheng, Yu Zou, Manchao He, Hui Zhou, Xiaolin Huang, Songfeng Guo, Ning Liang. Experimental device and method for simulating influence of creep and dislocation of fracture on tunnel engineering. ZL.202110822363.3,2021-10-29. (patent for invention)
[38] Shengwen Qi, Bowen Zheng, Songfeng Guo. Method and system for predicting disturbance response of carbon dioxide injection into multi-scale rock mass. ZL202111329545.3. (patent for invention)
 
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