Stability of loess high-fill slope based on monitored soil moisture changes

Author:

Yong XueLing,Zhang Yu,Hou YunLong,Han BingBing,An Ning,Zhang Hui,Ma Ying

Publisher

Elsevier BV

Reference28 articles.

1. Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method;Bandara;Int. J. Numer. Anal. Methods GeoMech.,2016

2. A spectral clustering search algorithm for predicting shallow landslide size and location;Bellugi;J. Geophys. Res.: Earth Surf.,2015

3. Analysis of extreme rainfall-induced slope failure using a rainfall infiltration-infinite slope analysis model;Chaithong;GEOMATE Journal,2017

4. A domino model analysis method for slope stability;Chen;Chin. J. Geotech. Eng.,2021

5. Clay slope stability analysis considering rotational anisotropy-related structures;Cheng;J. Rock Mechanics and Geotechnical Engineering, 36(S2): 3965−3973. DOI: CNKI:SUN:YSLX.0.2017-S2-029.,2017

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