Changbing QIN
Professor, PhD
School of Civil Engineering, Chongqing University
Email: qinchangbing@cqu.edu.cn
Education
Ph.D. (Aug. 2015 – Jun. 2019), National University of Singapore
M.E. (Sep. 2012 – Jun. 2015)，Central South University
B.E. (Sep. 2008 – Jul.2012)，Zhengzhou University
Career Details
Dec. 2020 - now：Professor, School of Civil Engineering, Chongqing University
Sep. 2019 - Dec. 2020：Research Assistant Professor, Department of Civil & Environmental Engineering, The Hong Kong University of Science and Technology
Research interests
Slope Stability
Landslides/Debris Flow
Tunnel and Underground Engineering
Latest Publications
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.1943-5622.0001674.
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.1943-5622.0001660.
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): 04019106.
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): 06018013.
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): 04018155.
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): 04018054.
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): 06017006.
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): 04017011.
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.
Awards
2019 National Scholarship for Excellent Self-funded Overseas Students
2018-2019 President's Graduate Fellowship (NUS)
2017 Excellent Master Degree Thesis of Hunan Province
