个人简介

1989年1月生，湖北恩施人，教授，博士生导师，重庆大学“弘深青年****”。2012年本科毕业于郑州大学交通工程专业，2015年硕士毕业于中南大学土木工程专业，2019年博士毕业于新加坡国立大学土木(岩土)工程专业，2018年9月-2019年1月西班牙加泰罗尼亚理工大学交流学习，2019年9月-2020年12月香港科技大学研究助理教授。在《Géotechnique》、《IJRMMS》、《TUST》、《Computers and Geotechnics》等岩土领域国际知名高水平SCI期刊上发表论文33篇，其中以第一和/或通讯作者身份发表25篇JCR Ⅰ/Ⅱ区论文。曾获NUS校长奖学金、国家优秀自费留学生奖学金、湖南省优秀毕业论文和优秀毕业生等。担任国际土力学与岩土工程学会（ISSMGE）TC103委员，担任多个国际知名SCI期刊审稿人。




研究方向
(1) 边坡工程稳定性
(2) 滑坡/泥石流
(3) 隧道与地下工程

学术兼职
(1) 2019.08-至今，国际土力学与岩土工程学会(ISSMGE)，数值方法专委会TC103委员
(2) 2016.06-至今，IJRMMS、TUST、Comput Geotech、Eng Geol等期刊，审稿人

主要成果
主要致力于发展极限分析方法，并应用于解决岩土工程包括边坡/隧道等稳定性问题。通过提出基于离散的极限分析方法，解决了构建应力场和速度场的技术难题，极大地拓展了极限分析法在稳定性分析中的应用，取得的主要研究成果如下：
(1) 边坡在地震和孔压影响下的稳定性分析。结合离散技术构建了c-?土质边坡在不同参数条件下通过坡脚的浅层破坏模式、通过坡脚下方的破坏模式、和介于两者之间的过渡性破坏模式，从极限分析的角度揭示了边坡失稳机制。成果多发表于《Géotechnique》、《Comput Geotech》等期刊，SCI共18篇。
(2) 隧道拱顶围岩和掌子面的稳定性分析。首次构建了部分风化拱顶围岩破坏的二维/三维渐进性塌落机制，以及分层岩体中隧道拱顶围岩的平动塌落破坏机制，从解析的角度揭示了拱顶围岩的破坏机理。成果多发表于《IJRMMS》、《TUST》等期刊，SCI共10篇。

学术论文：
1. Qin CB*, Chian SC, Du SZ. Revisiting seismic slope stability: Intermediate or below-the-toe failure? Géotechnique, 2020, 70(1): 71-79.
2. Qin CB*, Chian SC, Gazetas G. Discussion: Kinematic analysis of seismic slope stability with discretisation technique and pseudo-dynamic approach: a new perspective. Géotechnique, 2019, 69(11): 1031-1033.
3. Qin CB*, Chian SC. Pseudo-dynamic lateral earth pressures on rigid walls with varying cohesive-frictional backfill. Computers and Geotechnics, 2020, 119: 103289. https://doi.org/10.1016/j.compgeo.2019.103289.
4. Qin CB*. Determination of slurry density required for stability of slurry-supported trenches excavated in partially submerged soils. Computers and Geotechnics, 2019, 116: 103212, https://doi.org/10.1016/j.compgeo.2019.103212.
5. Qin CB*, Chian SC. Revisiting seismic active/passive earth pressure in non-uniform cohesive-frictional backfill. International Journal of Geomechanics, 2019, DOI: 10.1061/(ASCE)GM.1943-5622.**.
6. Qin CB*, Chian SC. Discretization-based kinematic analysis method to seismic stability of geosynthetics-reinforced slopes involving differing earthquake approaches. International Journal of Geomechanics, 2019, DOI: 10.1061/(ASCE)GM.1943-5622.**.
7. Qin CB*, Chian SC. Impact of earthquake characteristics on seismic slope stability using modified pseudo-dynamic method. International Journal of Geomechanics, 2019, 19(9): **.
8. Qin CB*, Chian SC. Pseudo-static/dynamic solutions of required reinforcement force for steep slopes using discretization-based kinematic analysis. Journal of Rock Mechanics and Geotechnical Engineering, 2019, 11(2): 289-299.
9. Qin CB*, Chian SC. Kinematic analysis of seismic slope stability with a discretisation technique and pseudo-dynamic approach: a new perspective. Géotechnique, 2018, 68(6): 492-503.
10. Qin CB*, Chian SC. Seismic stability of geosynthetic-reinforced walls with variable excitation and soil properties: A discretization-based kinematic analysis. Computers and Geotechnics, 2018, 102: 196-205.
11. Qin CB*, Chian SC. Bearing capacity analysis of a saturated non-uniform soil slope with discretization-based kinematic analysis. Computers and Geotechnics, 2018, 96: 246-257.
12. Qin CB*, Chian SC. Revisiting crown stability of tunnels deeply buried in non-uniform rock surrounds, Tunnelling and Underground Space Technology, 2018, 73: 154-161.
13. Qin CB*, Chian SC. New Perspective on Seismic Slope Stability Analysis. International Journal of Geomechanics, 2018, 18(7): **.
14. Qin CB*, Chian SC. Seismic bearing capacity of non-uniform soil slopes using discretization-based kinematic analysis considering Rayleigh waves, Soil Dynamics and Earthquake Engineering, 2018, 109: 23-32.
15. Qin CB*, Chian SC, Yu J. Stability Analyses of Initial Collapse and Earthquake-Induced Secondary Failure Using Discretization-Based Kinematic Analysis. International Journal of Geomechanics, 2018, 18(11): **.
16. Qin CB*, Chian SC. Seismic ultimate bearing capacity of a Hoek-Brown rock slope using discretization-based kinematic analysis and pseudo-dynamic methods. International Journal of Geomechanics, 2018, 18(6): **.
17. Qin CB*, Chian SC. 2D and 3D stability analysis of tunnel roof collapse in stratified rock: A kinematic approach. International Journal of Rock Mechanics and Mining Sciences, 2017, 100: 269-277.
18. Qin CB*, Chian SC. Kinematic Stability of a Two-Stage Slope in Layered Soils. International Journal of Geomechanics, 2017, 17(9): **.
19. Qin CB*, Chian SC, Yang XL. 3D limit analysis of progressive collapse in partly weathered Hoek–Brown rock banks. International Journal of Geomechanics, 2017, 17(7): **.
20. Qin CB*, Chian SC, Wang CY. Kinematic analysis of pile behavior for improvement of slope stability in fractured and saturated Hoek-Brown rock masses: Stability of a HB Rock Slope with Stabilizing Piles. International Journal for Numerical and Analytical Methods in Geomechanics, 2017, 41(6): 803-827.
21. Qin CB*, Chian SC, Yang XL, Du DC. 2D and 3D limit analysis of progressive collapse mechanism for deep-buried tunnels under the condition of varying water table. International Journal of Rock Mechanics and Mining Sciences, 2015, 80: 255-264.
22. Qin CB*, Yang XL, Pan QJ, Sun ZB, Wang LL, Miao T. Upper bound analysis of progressive failure mechanism of tunnel roofs in partly weathered stratified Hoek–Brown rock masses. International Journal of Rock Mechanics and Mining Sciences, 2015, 74: 157-162.
23. Qin CB*, Sun Z, Liang Q. Limit analysis of roof collapse in tunnels under seepage forces condition with three-dimensional failure mechanism. Journal of Central South University, 2013, 20(8): 2314-2322.
24. Zhou JF, Qin CB*. Finite-element upper-bound analysis of seismic slope stability considering pseudo-dynamic approach. Computers and Geotechnics, 2020: 103530, https://doi.org/10.1016/j.compgeo.2020.103530.
25. Zhou JF, Qin CB*, Wang JX. A novel procedure for 3D slope stability analysis: Lower bound limit analysis coupled with block element method. Bulletin of Engineering Geology and the Environment, 2019, 1-15.
26. Zhou JF, Qin CB*, Pan QJ, Wang CY. Kinematic analysis of geosynthetics-reinforced steep slopes with curved sloping surfaces and under earthquake regions. Journal of Central South University, 2019, 26(7): 1755-1768.
27. Zhou JF, Qin CB*, Chian SC, Yao K. Determination of critical distance for deep tunnels with a longitudinal water-filled cavity positioned above tunnel roof. International Journal of Rock Mechanics and Mining Sciences, 2017, 93: 115-123.
28. Yang XL, Qin CB. Limit analysis of supporting pressure in tunnels with regard to surface settlement. Journal of Central South University, 2015, 22(1): 303-309.
29. Yang XL, Qin CB. Upper bound limit analysis of roof collapse in shallow tunnels with arbitrary cross sections under condition of seepage force. Journal of Central South University, 2014, 21(11): 4338-4343.
30. Yang XL, Qin CB. Limit analysis of rectangular cavity subjected to seepage forces based on Hoek-Brown failure criterion. Geomechanics and Engineering, 2014, 6(5): 503-515.
31. Sun Z, Qin CB. Stability analysis for natural slope by kinematical approach. Journal of Central South University, 2014, 21(4): 1546-1553.
32. Huang F, Qin CB, Li SC. Determination of minimum cover depth for shallow tunnel subjected to water pressure. Journal of Central South University, 2013, 20(8): 2307-2313.
33. Du SZ, Chian SC, Qin CB. Post-liquefaction pore pressure dissipation in sand under cyclic stress triaxial testing. Géotechnique, 2020, 70(2): 95-107.

获奖情况
2019年 国家优秀自费留学生奖学金
2018-2019年 新加坡国立大学校长奖学金 (President’s Graduate Fellowship)
2017年 湖南省优秀硕士毕业论文

研究生培养
欢迎国内外优秀学子加入研究团队，每年招收博士研究生1名，硕士研究生3名。

联系方式
邮箱：qinchangbing@cqu.edu.cn