国家自然科学基金面上项目，42472354，热力耦合作用下冰土石混合物压剪复合破坏机理与滑坡失稳过程模拟，2025.01–2028.12，主持。
国家自然科学基金青年科学基金项目，51909182，水位变动下岸坡欠饱和土体水力耦合效应及滑坡机理研究，2020.01–2023.01，主持。
国家重点研发计划子课题，2019YFC1509801，膨胀土滑坡和工程边坡新型防治技术研究，2020.01-2024.12，主持。
国家重点研发计划子课题，2018YFC1508601，堰塞体形成与溃决机理及溃决过程研究，2019.01-2021.12，主持。
四川省国际科技创新合作面上项目，2020YFH0092，非饱和尾矿固结机理和尾矿坝失稳机制及稳定性评价研究，2020.01–2022.12，主持。
国家重点基础研究发展973计划项目，2014CB047005，城巿固体废弃物填埋场环境灾害孕育机理与防控技术，2014.01-2018.12，参与。
加拿大国家自然科学基金 (NSERC)，Stability analysis of an expansive soil slope subjected to wetting and drying cycles, 2012.01-2017.12，主研。
加拿大科研发展合作基金(Collaborative Research and Development Grant), Long-term dewatering of polymer amended mature fine tailings，2017.01-2021.12，主研。
加拿大国家自然科学基金 (NSERC)，Unsaturated flow in and large strain consolidation of tailings，2013.01-2017.12，主研。
Li Duohui, Qi Shunchao, Wang Y, et al. Probabilistic analysis of one-dimensional large-deformation consolidation considering permeability relationship's variability. Engineering Geology, 2024.
Gheisari N, Qi Shunchao, Paul Simms. Incorporation of three different creep models into large-strain consolidation analysis of a clayey tailings deposit. Computers and Geotechnics, 2023.
Chen X., Qi Shunchao, Paul, S., Wang, Y., Ling, D., Yang, X. Large-deformation consolidation models of saturated-unsaturated materials under self-weight and evaporation. Journal of Hydrology, 2023.
Chen X., Qi Shunchao, Simms, P., Zhou, J. W., Yang, X. G. Characterization of large strain consolidation parameters of soft materials with time-variant compressibility at low effective stress. Soils and Foundations, 2022.
Shunchao Qi, Daosheng Ling, Qiang Yao, Gongda Lu, Xing-guo Yang, Jia-wen Zhou. Evaluating slope stability with 3D limit equilibrium technique and its application to landfill in China, Engineering Geology. 2021,
Shunchao Qi, Paul Simms, Farzad Daliri, and Sai Vanapalli. Coupling elasto-plastic behaviour of unsaturated soils with piecewise linear large strain consolidation. Géotechnique. 2020.
Shunchao Qi, Xuanquan Chen, Paul Simms, Jiawen Zhou, Xingguo Yang. New method for determining the permeability function parameters of soft soils considering synchronous sedimentation and consolidation. Computers and Geotechnics. 2020.
Shunchao Qi, Paul Simms. Robust methods to estimate large strain consolidation parameters from column experiments. Canadian Geotechnical Journal. 2020.
Shunchao QI, Sai K. Vanapalli. Simulating the Hydraulic and Mechanical Responses of Unsaturated Expansive Soil Slope to Rainfall: Case Study. International Journal of Geomechanics. 2018
Shunchao QI, Paul Simms, Sai Vanapalli, 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. Acta Geotechnica, 2018.
Shunchao QI, Paul Simms, Sai K. Vanapalli. Piecewise-linear formulation of coupled large-strain consolidation and unsaturated flow. I: Model development and implementation. Journal of Geotechnical and Geoenvironmental Engineering, 2017.
Shunchao QI, Paul Simms, Sai Vanapalli, and Sahar Soleimani. Piecewise-linear formulation of coupled large-strain consolidation and unsaturated flow. II: testing and performance. Journal of Geotechnical and Geoenvironmental Engineering, 2017.
Shunchao QI, Sai K. Vanapalli. Influence of swelling behavior on the stability of an infinite unsaturated expansive soil slope, Computers and Geotechnics, 2016.
Shunchao QI, Sai K. Vanapalli. Hydro-mechanical coupling effect on surficial layer stability of unsaturated expansive soil slopes, Computers and Geotechnics, 2015.
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.
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.
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.
Shunchao Qi, Paul Simms. “User’s Manual for UNSATCON” (2019).
戚顺超，周家文，李亮，蔡耀军，杨兴国，陈骎. 四川大学、长江勘测规划设计研究有限责任公司. Three Dimension Slope Stability Analysis 分析软件V1.0，登记号：2019SR1223953，中国（软件著作权）
戚顺超，周家文，李亮，蔡耀军，杨兴国，费文平. 四川大学、长江勘测规划设计研究有限责任公司. UNSATCON----Creep formulation 分析软件V1.0，登记号：2019SR1231603，中国（软件著作权）
戚顺超，姚强, 徐永福, 陈辉驰，陈宣全，李洪涛，杨兴国. 四川大学. Slope stability analysis of expansive soils under rainfall 分析软件V1.0, 登记号：2020SR0849144，中国（软件著作权）
戚顺超，陈宣全，周家文，杨兴国，范刚，鲁功达，姚强. 四川大学. 基于数值结果挖掘的确定松散颗粒材料渗透性的方法，201910856804.4，中国（专利）
戚顺超， 叶汀， 姚强， 周家文， 鲁功达， 范刚， 杨兴国. 四川大学. 一种大变形松散材料固结渗透性能求解方法，202010664755.7，中国（专利）
戚顺超，陈宣全，周家文， 杨兴国， 范刚， 鲁功达， 姚强. 四川大学，基于固定拉格朗日坐标系建立非饱和大变形固结分析数学模型的方法，202010624582.6（专利）
陈宣全，戚顺超，周家文，杨兴国，范刚. 四川大学. 测定高含水量沉积物从悬浮到固结状态渗透系数的方法, 201910534411.1,中国（专利）
学院邮箱（书记院长）：cwrh_ao@scu.edu.cn
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