Discussion of" Influence Factors Involving Rainfall-Induced Shallow Slope Failure Numerical Study" by Somjai Yubonchit, Avirut Chinkulkijniwat, Suksun Horpibulsuk, Chatchai …

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dc.contributor.author Kuo-Hsin Yang
dc.contributor.author Thanh Son Nguyen
dc.contributor.author Thuo, Joseph N
dc.date.accessioned 2022-12-01T06:35:33Z
dc.date.available 2022-12-01T06:35:33Z
dc.date.issued 2018-04-01
dc.identifier.citation 1 Associate Professor, Dept. of Civil Engineering, National Taiwan Univ. (NTU), No. 1, Sec. 4, Roosevelt Rd., Taipei 106, Taiwan (corresponding author). E-mail: khyang@ntu.edu.tw 2 Ph.D. Student, Dept. of Civil and Construction Engineering, National Taiwan Univ. of Science and Technology (Taiwan Tech), 43, Sec. 4, Keelung Rd., Taipei 106, Taiwan. E-mail: sonnt@nuce .edu.vn 3 Lecturer, Dept. of Civil Engineering, Dedan Kimathi Univ. of Technology, Kenya. E-mail: joseph.thuo@dkut.ac.ke en_US
dc.identifier.uri https://scholar.google.com/citations?view_op=view_citation&hl=en&user=6S2NQLQAAAAJ&citation_for_view=6S2NQLQAAAAJ:u5HHmVD_uO8C
dc.identifier.uri http://repository.dkut.ac.ke:8080/xmlui/handle/123456789/7840
dc.description.abstract The authors have conducted a noteworthy numerical study investigating the influence factors for rainfall-induced shallow slope failure. Specifically, the authors evaluated the influence of soil saturated hydraulic conductivity, slope angle, and antecedent rainfall on the stability of a shallow slope. The rainfall intensityduration (ID) thresholds were established from the numerical results, and they were comparable to those based on the historical slope failure data in the existing literature. In this discussion paper, the discussers would like to comment on the Undrained function selected for modeling the mechanical behavior of soil layers in the finite-element (FE) analyses in the discussed paper (as indicated in Table 3 in the original paper). en_US
dc.language.iso en en_US
dc.publisher ASCE-AMER SOC CIVIL ENGINEERS en_US
dc.title Discussion of" Influence Factors Involving Rainfall-Induced Shallow Slope Failure Numerical Study" by Somjai Yubonchit, Avirut Chinkulkijniwat, Suksun Horpibulsuk, Chatchai … en_US
dc.type Article en_US


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