A Semi-Analytical Framework to Simulate the Motion of Creeping Landslides

Author:

Li Xiang12,Buscarnera Giuseppe12

Affiliation:

1. Joint Institute for Regional Earth System Science and Engineering, Univ. of California, Los Angeles, Los Angeles.

2. Dept. of Civil and Environmental Engineering, Northwestern Univ., Evanston.

Publisher

American Society of Civil Engineers

Reference18 articles.

1. Field evidence of pore pressure diffusion in clayey soils prone to landsliding;Berti M.;Journal of Geophysical Research: Earth Surface,2010

2. Constitutive modelling approach for evaluating the triggering of flow slides

3. Numerical simulation of unstable suction transients in unsaturated soils: the role of wetting collapse;Chen Y.;International Journal for Numerical and Analytical Methods in Geomechanics.,2021

4. Unified modeling framework of flowslide triggering and runout;Chen Y.;Géotechnique,2022

5. A shift from drought to extreme rainfall drives a stable landslide to catastrophic failure;Handwerger A. L.;Scientific reports,2019

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