On assessing the probability of rainfall-induced slope failure during a given exposure time

Author:

Lu Meng,Zheng Jianguo,Zhang JieORCID,Huang Hongwei

Funder

Shuguang Program from Shanghai Education Development Foundation and Shanghai Municipal Education Commission

the National Natural Science Foundation of China

the Key Innovation Team Program of MOST of China

Fundamental Research Funds for the Central Universities

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference63 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

2. Ang AHS, Tang WH (1984) Probability concepts in engineering planning and design: design, risk and reliability. Wiley, New York

3. Ang AHS, Tang WH (2007) Probability concepts in engineering: emphasis on applications to civil and environmental engineering. Wiley, New York

4. Cai JS, Yan EC, Yeh TCJ, Zha YY, Liang Y, Huang SY, Wang WK, Wen JC (2017) Effect of spatial variability of shear strength on reliability of infinite slopes using analytical approach. Comput Geotech 81(Supplement C):77–86

5. Chan HC, Chen PA, Lee JT (2018) Rainfall-induced landslide susceptibility using a rainfall–runoff model and logistic regression. Water 10(10):1354

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