Probabilistic calibration of a coupled hydro-mechanical slope stability model with integration of multiple observations-Reference-Cited by-同舟云学术

Probabilistic calibration of a coupled hydro-mechanical slope stability model with integration of multiple observations

Published:2018-02-28 Issue:3 Volume:12 Page:169-182
ISSN:1749-9518
Container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
language:en
Short-container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards

Author:

Zhang Lulu¹²,Wu Fang¹²,Zheng Yafei¹,Chen Lihong³,Zhang Jie⁴,Li Xu³

Affiliation:

1. State Key Laboratory of Ocean Engineering, Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai, People’s Republic of China

2. Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration (CISSE), Shanghai, People’s Republic of China

3. Department of Geotechnical and Geoenvironmental Engineering, School of Civil Engineering, Beijing Jiaotong University, Beijing, People’s Republic of China

4. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education and Department of Geotechnical Engineering, Tongji University, Shanghai, People’s Republic of China

Funder

National Basic Research Program of China

Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Geology,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/17499518.2018.1440317

Reference81 articles.

1. Estimating the timing and location of shallow rainfall-induced landslides using a model for transient, unsaturated infiltration

2. Baum, R. L., W. Z. Savage, and J. W. Godt. 2008.TRIGRS-A Fortran Program for Transient Rainfall Infiltration and Grid-Based Regional Slope-Stability Analysis, Version 2.0. Open-File Report 2008-1159. Denver, CO: U.S. Geological Survey.

3. General Theory of Three‐Dimensional Consolidation

4. Continuum deformation and stability analyses of a steep hillside slope under rainfall infiltration

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