个人简历

戚顺超，哲学博士，副教授，博导(2022)/硕导(2020)，四川省海外高层次人才项目青年项目入选者，卡尔顿大学兼职研究教授。从事非饱和土固结理论、滑坡机理、颗粒行为力学模型等方面的研究工作。主持国自然青基1项、国重研专题2项，省国际合作面上1项，及10余项重大横向项目。参加\\\

研究领域

非饱和多孔材料大变形固结理论和计算
非饱和土工程边坡、滑坡
土工结构和变形特性
工程大数据深度学习""

近期论文

Shunchao Qi. Paul Simms. Robust methods to estimate large strain consolidation parameters from column experiments. Canadian Geotechnical Journal (2020).
Shunchao Qi, Xuanquan Chen, Paul Simms, Jiawen Zhou, and Xingguo Yang. New method for determining the permeability function parameters of soft soils considering synchronous sedimentation and consolidation. Computers and Geotechnics (2020) 127,103781.
Shunchao Qi, Daosheng Ling, Qiang Yao, Gongda Lu, Xingguo Yang, and Jia-wen Zhou. Evaluating slope stability with 3D limit equilibrium technique and its application to landfill in China. Engineering Geology (2020): 105939.
Shunchao Qi, Paul Simms, Farzad Daliri, and Sai Vanapalli. Coupling elasto-plastic behaviour of unsaturated soils with piecewise linear large strain consolidation. Géotechnique (2020), 70, no. 6 (2020): 518-537.
Shunchao QI, Sai K. Vanapalli. (2018) Simulating Hydraulic and Mechanical Responses of Unsaturated Expansive Soil Slope to Rainfall: Case Study. International Journal of Geomechanics.
Shunchao QI, Paul Simms, Sai Vanapalli, (2018) Discussion of “From saturated to unsaturated conditions and vice versa” by Martí Lloret-Cabot, Simon J. Wheeler, Jubert A. Pineda, Enrique Romero, and Daichao Sheng (https://doi. org/10.1007/s11440-017-0577-6). Acta Geotechnica, 1-3.
Shunchao QI, Paul Simms, Sai K. Vanapalli. (2017). Piecewise-linear formulation of coupled large-strain consolidation and unsaturated flow. I: Model development and implementation. Journal of Geotechnical and Geoenvironmental Engineering, 143(7), 04017018.
Shunchao QI, Paul Simms, Sai Vanapalli, and Sahar Soleimani. (2017). Piecewise-linear formulation of coupled large-strain consolidation and unsaturated flow. II: testing and performance. Journal of Geotechnical and Geoenvironmental Engineering, 143(7), 04017019.
Shunchao QI, Sai K. Vanapalli. Influence of swelling behavior on the stability of an infinite unsaturated expansive soil slope, Computers and Geotechnics, 2016. 76: 154-169. DOI: 10.1016/j.compgeo.2016.02.018
Shunchao QI, Sai K. Vanapalli. Hydro-mechanical coupling effect on surficial layer stability of unsaturated expansive soil slopes, Computers and Geotechnics, 2015, 70: 68-82.
Shunchao QI, Sai K. Vanapalli. Stability analysis of an expansive clay slope: a case study of infiltration-induced shallow failure of an embankment in Regina, Canada. International Journal of Geohazards and Environment, 2015, 1(1):7-19.
Ling Daosheng, Qi Shunchao, Chen Feng, Li Nan. A limit equilibrium model based on Morgenstern-Price method for 3D slope analysis, Chinese Journal of Rock Mechanics and Engineering. 2013, 32(1):107-116. (EI)
Zhong Shiying, Huang Genqing, Qi Shunchao, et al. Interface property between soft landing foot pad and simulant lunar soil[J]. Rock and Soil Mechanics, 2013, 34(4): 1058-1062.
Conference publication
Shunchao QI, and Vanapalli, S. K. Numerical study on expansive soil slope stability considering the effect of swelling behaviour and cracks. In Proceedings of the 2015 Asia-Pacific Conference on Unsaturated Soils, Guilin, China.
Shunchao QI, and Vanapalli, S. K. Numerical analysis of slope stability in expansive soil: a case study of field test in Henan province, Canada. In Proceedings of the 68th Canadian Geotechnical Conference & 7th Canadian Permafrost Conference, Québec City, Canada.
Sai K. Vanapalli, Shunchao QI. The effect of swelling behavior on the surficial layer stability of an expansive soil slope. 2014 international conference on expansive soil engineering techniques, Keynote lecture, Wuhan, China. 2014.
Oh, W. T. Vanapalli, S. K. Shunchao QI, and Han, Z. (2016). Stability of an unsaturated vertical trench. 2016 European Conference on Unsaturated Soils, Paris, France.
Oh, Won Taek, Sai K. Vanapalli, Shunchao Qi, and Zhong Han. Estimation of the variation of matric suction with respect to depth in a vertical unsaturated soil trench associated with rainfall infiltration. In E3S Web of Conferences, vol. 9, p. 15003. EDP Sciences, 2016.
Shunchao QI, Paul Simms (2016). A Coupled Large Strain Consolidation–Unsaturated Flow Model for Subaerially Deposited Tailings Management.
Shunchao QI, Paul Simms, Sai K. Vanapalli, F. Daliri (2016). A coupled large strain consolidation-unsaturated flow model for tailings deposition analysis. In Proceedings of the 69th Canadian Geotechnical Conference, Vancouver City, Canada.
Penghai Yin, Shunchao Qi & Sai K. Vanapalli. A Framework for Predicting the Depth of Desiccation-induced Cracks in Clayey Soils. In Proceedings of the 69th Canadian Geotechnical Conference, Vancouver City, Canada.
Shunchao Qi, Paul Simms. Muhammad Salam. (2017). Modelling thixotropy at short and long-time scales in dewatering analyses for soft soil or tailings. In Proceedings of the 70th Canadian Geotechnical Conference, Ottawa, Canada.
Shunchao Qi, Sai Vanapalli. (2017). Slope Stability Analysis of Expansive Soils under Rainfall Infiltration using the VADOSE/W and SLOPE/W. In Proceedings of the 70th Canadian Geotechnical Conference, Ottawa, Canada.
Shunchao Qi, Wiliam Thomas, Paul Simms Nuri Hmidi. Hydro-geotechnical analysis of a thickened tailings deposit in Northern Canada. Tailings and Mine Waste 2017. in Banff, Canada.
期刊审稿
1. Journal of Geotechnical and Geoenvironmental Engineering - ASCE
2. India Geotechnical Journal – Springer
3. Computers and Geotechnics – Elsevier
4. Environmental Geotechnics – ICE
5. Journal of Mountain Science – Springer
6. International Journal of GEOMATE
7. Engineering Geology – Elsevier
8. Advances in Civil Engineering
9. Geomatics Natural Hazards & Risk
10. Advanced Engineering Science, 工程科学与技术(原四川大学学报(工程科学版))