An adaptive sampling approach to reduce uncertainty in slope stability analysis-Reference-Cited by-同舟云学术

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An adaptive sampling approach to reduce uncertainty in slope stability analysis

Published:2017-12-29 Issue:6 Volume:15 Page:1193-1204
ISSN:1612-510X
Container-title:Landslides
language:en
Short-container-title:Landslides

Author:

Cai Jing-Sen,Yeh Tian-Chyi Jim,Yan E-Chuan,Tang Rui-Xuan,Wen Jet-Chau,Huang Shao-Yang

Funder

Fundamental Research Funds for the Central Universities, China University of Geosciences (Wuhan)

China Scholarship Council

National Natural Science Foundation of China

the National Science Foundation-Division of Earth Sciences

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/article/10.1007/s10346-017-0936-2/fulltext.html

Reference41 articles.

1. Ali A, Huang J, Lyamin AV, Sloan SW, Griffiths DV, Cassidy MJ, Li JH (2014) Simplified quantitative risk assessment of rainfall-induced landslides modelled by infinite slopes. Eng Geol 179:102–116. https://doi.org/10.1016/j.enggeo.2014.06.024

2. Brejda JJ, Moorman TB, Smith JL, Karlen DL, Allan DL, Dao TH (2000) Distribution and variability of surface soil properties at a regional scale. Soil Sci Soc Am J 64(3):974. https://doi.org/10.2136/sssaj2000.643974x

3. Cai J-S, Yan E, Yeh TJ, Zha Y (2016) Effects of heterogeneity distribution on hillslope stability during rainfalls. Water Sci Eng 9(2):134–144. https://doi.org/10.1016/j.wse.2016.06.004

4. Cai J-S, Yan E-C, Yeh T-CJ, Zha YY, Liang Y, Huang SY, Wang WK, Wen JC (2017a) Effect of spatial variability of shear strength on reliability of infinite slopes using analytical approach. Comput Geotech 81:77–86. https://doi.org/10.1016/j.compgeo.2016.07.012

5. Cai J-S, Yan E-C, Yeh TJ, Zha Y-Y (2017b) Sampling schemes for hillslope hydrologic processes and stability analysis based on cross-correlation analysis. Hydrol Process 31(6):1301–1313. https://doi.org/10.1002/hyp.11101

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