工作经历

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2018 -至今 副教授、硕士生导师，四川大学
2017-2018 博士后，渥太华大学&卡尔顿大学（加拿大）
邮箱： shunchaoqi@scu.edu.cn
荣誉：Adjunct Research Professor at Carleton University (Canada)


研究兴趣：

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非饱和土力学、非饱和细颗粒材料大变形固结理论和计算
非饱和土边坡工程、滑坡
人工坝、天然坝结构和变形特性
工程大数据集成分析方法


教育经历：

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2013-2017. 博士,岩土工程, Ottawa U.(加拿大). 导师：Prof. Sai K. Vanapalli & Prof. Paul H. Simms
2010-2013. 硕士,岩土工程, 浙江大学. 导师：凌道盛教授
2006-2010. 学士,水电工程, 四川大学.


科研项目：

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在研：
1. National Key Research and Development Program of China, Novel Technology of Prevention of the landslides and engineeringSlope in Expansive Soils, 2020.01-2023.12, 1360 million RMB, In process,Leading researcher of a sub-project (480,000 RMB).【国家重点研发计划，2019YFC**，膨胀土滑坡和工程边坡新型防治技术研究，2020.01-2024.12，在研，专题负责人】
2. SichuanProvincial International Science and Technology Collaboration & InnovationProject（2020YFH0092）: The stability analysis of tailings dam/impoundment basedon consolidation behavior of unsaturated tailings and its failure mechanism. 【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，在研，主持。】
3. The coupled hydro-mechanical behaviors of unsaturated soils and landslidemechanism in reservoir slopes during water level fluctuations. 2020.01 –2023.01, In progress, Leading researcher. 【国家自然科学基金青年科学基金项目(**)，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，在研，主持。】
4. National Key Research and Development Program of China, 2018YFC**, research on formation, collapsemechanism and collapse process of landslide Dam, 2019.01-2021.12, 3.46 millionRMB, In process, Leading researcher of a sub-project (700,000 RMB). 【国家重点研发计划，2018YFC**，堰塞体形成与溃决机理及溃决过程研究，2019.01-2021.12，在研，专题负责人】
5. Sichuan University for a first-class university special fund,2019.01-2021.12, 120,000 RMB, In progress, Leading researcher. 【四川大学建设一流大学专项基金，2019.01-2021.12，在研，主持。】
6. Sichuan University talent introduction funds, 2018.01-2021.01, 300,000RMB, In progress, Leading researcher. 【四川大学人才引进经费，2018.01-2021.01, 在研，主持。】
7. Collaborative Research and Development Grant (led by Prof. Paul H. Simms),Long term dewatering of polymer amended mature fine tailings,2017.01-2021.12, $2 million canadian dollars, In progress, participant. 【加拿大科研发展合作基金(CollaborativeResearchandDevelopmentGrant), Longtermdewateringofpolymeramendedmaturefinetailings，2017.01-2021.12，200万加元，在研。】
结题：
8. National Natural Science Foundation of Canada (NSERC) (led by Prof. PaulH. Simms), Unsaturated flow in and large strain consolidation of tailings,2013.01-2017.12, completed, participant. 【加拿大国家自然科学基金 (NSERC)，2013.01-2017.12，已结题，主研。】
9. National Natural Science Foundation of Canada (NSERC). Stability Analysisof an Expansive Soil Slope Subjected to Wetting and Drying Cycles,2012.01-2017.12, completed, participant. 【加拿大国家自然科学基金(NSERC)，2012.01-2017.12，已结题，主研。】
10.National Basic Research Program of China (\\\"973\\\" Program),2014CB047005, Disaster Mechanism and Prevention and Control Technology of MSWLandfill, 2014.01-2018.12, completed, participant. 【国家重点基础研究发展计划(“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，已结题，参加。】


发表论文：

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Referred Journal：
Shunchao Qi. Paul Simms. Robust methodsto estimate large strain consolidation parameters from columnexperiments. 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.
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 SaiVanapalli. Coupling elasto-plastic behaviour of unsaturated soils with piecewise linear large strain consolidation.Géotechnique (2020),70, no. 6 (2020): 518-537.
FanGang, Jian-jing Zhang, Shunchao Qi, and Jin-biao Wu. Dynamic response of a slopereinforced by double-row anti-sliding piles and pre-stressed anchorcables.Journal of Mountain Science 16, no. 1 (2019):226-241.
Xu Hao, Haibo Li, Xingguo Yang, Shunchao Qi, and Jiawen Zhou. Integration of Terrestrial Laser Scanning and NURBS Modeling for the Deformation Monitoring of anEarth-Rock Dam.Sensors 19, no. 1 (2019): 22.
Zhang, Shi-lin, Zhao-hui Zhu, Shunchao Qi, Yu-xiangHu, Qing Du, and Jia-wen Zhou. (2018) Deformation process and mechanismanalyses for a planar sliding in the Mayanpo massive bedding rock slope at theXiangjiaba Hydropower Station.Landslides 15, no. 10(2018): 2061-2073.
Geomechanics and Engineering19, no. 1 (2019): 1-9.
Shunchao QI, Sai K. Vanapalli.(2018) Simulating Hydraulic and Mechanical Responses of Unsaturated ExpansiveSoil Slope to Rainfall: Case Study. International Journal ofGeomechanics.
Shunchao QI,Paul Simms, Sai Vanapalli, (2018) Discussion of “From saturated to unsaturatedconditions and vice versa” by Martí Lloret-Cabot, Simon J. Wheeler, Jubert A. Pineda, Enrique Romero, and DaichaoSheng (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-strainconsolidation and unsaturated flow. I: Model development andimplementation. Journal of Geotechnical and Geoenvironmental Engineering, 143(7), **.
Shunchao QI,Paul Simms, Sai Vanapalli, and Sahar Soleimani. (2017). Piecewise-linearformulation of coupled large-strain consolidation and unsaturated flow. II: testing and performance. Journalof Geotechnical and Geoenvironmental Engineering, 143(7),**.
Shunchao QI, Sai K. Vanapalli.Influence of swelling behavior on the stability of an infinite unsaturatedexpansive soil slope, Computers and Geotechnics, 2016. 76: 154-169. DOI: 10.1016/j.compgeo.2016.02.018
Shunchao QI, Sai K. Vanapalli.Hydro-mechanical couplingeffect on surficial layer stability of unsaturated expansive soil slopes, Computersand Geotechnics, 2015, 70: 68-82.
Shunchao QI, Sai K. Vanapalli. Stability analysis of an expansive clay slope: a casestudy of infiltration-induced shallow failure ofan embankment in Regina, Canada. International Journal of Geohazards andEnvironment, 2015, 1(1):7-19.
Ling Daosheng, Qi Shunchao, Chen Feng, Li Nan. A limitequilibrium model based on Morgenstern-Price method for 3D slope analysis, Chinese Journal of Rock Mechanics andEngineering. 2013, 32(1):107-116. (EI)
Zhong Shiying, Huang Genqing, QiShunchao, et al. Interface property between soft landing foot pad andsimulant lunar soil[J]. Rock and SoilMechanics, 2013, 34(4): 1058-1062.
Conference publication
Shunchao QI, and Vanapalli, S. K. Numerical study on expansive soil slope stabilityconsidering the effect of swelling behaviour and cracks. In Proceedings of the 2015 Asia-PacificConference on Unsaturated Soils, Guilin, China.
Shunchao QI, and Vanapalli, S. K.Numerical analysis of slope stability in expansive soil: a case study of fieldtest in Henan province, Canada. In Proceedings of the 68th CanadianGeotechnical Conference & 7th Canadian Permafrost Conference, Québec City,Canada.
Sai K. Vanapalli, Shunchao QI. The effect of swelling behavior on the surficial layer stability of anexpansive soil slope. 2014 international conference on expansive soilengineering techniques, Keynote lecture,Wuhan, China. 2014.
Oh, W. T.Vanapalli, S. K. Shunchao QI, andHan, Z. (2016). Stability of an unsaturated vertical trench. 2016 EuropeanConference on Unsaturated Soils, Paris, France.
Oh,Won Taek, Sai K. Vanapalli, Shunchao Qi,and Zhong Han. Estimation of the variation of matric suction with respectto 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–UnsaturatedFlow Model for Subaerially Deposited Tailings Management.
Shunchao QI, Paul Simms, Sai K. Vanapalli, F. Daliri (2016). A coupled large strainconsolidation-unsaturated flow model for tailings deposition analysis. In Proceedings of the 69th Canadian GeotechnicalConference, Vancouver City, Canada.
Penghai Yin, Shunchao Qi & Sai K. Vanapalli. A Frameworkfor Predicting the Depth of Desiccation-induced Cracks in Clayey Soils. InProceedings of the 69th Canadian Geotechnical Conference, Vancouver City,Canada.
Shunchao Qi, Paul Simms. Muhammad Salam. (2017). Modelling thixotropy atshort and long-time scales in dewatering analyses for softsoil or tailings. In Proceedings of the 70th Canadian Geotechnical Conference,Ottawa, Canada.
Shunchao Qi, Sai Vanapalli. (2017). Slope Stability Analysis of Expansive Soils underRainfall Infiltration using the VADOSE/W andSLOPE/W. In Proceedings of the 70th Canadian Geotechnical Conference, Ottawa,Canada.
Shunchao Qi, Wiliam Thomas, Paul SimmsNuri Hmidi. Hydro-geotechnical analysis of a thickened tailings deposit in Northern Canada. Tailings and Mine Waste 2017. in Banff,Canada.


著作、专利、软著：

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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. 著作权人：四川大学、长江勘测规划设计研究有限责任公司. Three Dimension Slope StabilityAnalysis 分析软件V1.0，流水号 2019R11L**，受理号 2019R11S**，登记号：2019SR**，中国（软件著作权），登记时间：2019年11月27日
戚顺超，周家文，李亮，蔡耀军，杨兴国，费文平. 著作权人：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，流水号 2019R11L**，受理号 2019R11S**，登记号：2019SR**，中国（软件著作权），登记时间：2019年11月28日
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 expansivesoils under rainfall 分析软件V1.0, 流水号， 受理号, 登记号：2020SR**，中国（软件著作权），登记时间：2020年07月30日


会议报告

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1. 24-Oct-2015, Guilinconference on ‘Slope Stability’, at Guilin,China
2. 05-Oct-2015, Geo-Quebec conference on ‘Slope Stability’, at Quebec, Canada
3. 05-Oct-2016, Geo-Vancouver conference on ‘UNSATCON’, at Vancouver, Canada
4. 11-Oct-2016, Student presentation for COSIA/NSERCworkshop on ‘UNSATCON’, atCalgary, Canada
5. 05-Oct-2017, Geo-Ottawa conference on ‘UNSATCON’, at Ottawa, Canada
6. 08-Oct-2017, Tailings and MineWaste conference on ‘UNSATCON’, atBanff, Canada
7. 16-Oct-2017, Student presentation for COSIA/NSERCworkshop on ‘UNSATCON’ atCalgary, Canada
8. 01-Mar-2017, 41st Annual MichaelBozozuk Student Forum, Presentation competition, 2^nd place, on UNSATCON and Slope Stability, atKingston, Canada. The Best Competitor from Ottawa
9. 10-Mar.-2018,Workshop Deep Deposit, UNSATCON, Calgary
10. 12-Apr.-2018,Perth Australia
11. 15-Aug-2018Unsat2018 on ‘UNSATCON’ at HongKong, China,
12. 12-May-2019 Beijing, SiDRRConference 2019 on ‘Slope Stability’, atBeijing, China,
13. 05-Jun-2019 Nanjing, Hehai meeting on ‘Slope stability’ at Nanjing, China
14. 03-11-2019, 第三届“连续-非连续数值分析方法及应用”学术研讨会, UNSATCON，成都，中国
15.12-19-2020, 国家重点研发年度进展研讨会；堰塞体结构特性，绵竹，中国