Experimental Study on the Evolution Mechanism of Landslide with Retaining Wall Locked Segment

Experimental Study on the Evolution Mechanism of Landslide with Retaining Wall Locked Segment

The failure of locked segment-type slopes is often affected by rainfall, earthquake, and other external loads. Rainfall scours the slope and weakens the mechanical properties of rock-soil mass. At the same time, rainfall infiltrates into cracks of slope rock mass. Under the action of in situ stress,...

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Bibliographic Details
Main Authors:	Han-Dong Liu, Jia-Xing Chen, Zhi-Fei Guo, Dong-Dong Li, Ya-Feng Zhang
Format:	Article
Language:	English
Published:	Wiley 2022-01-01
Series:	Geofluids
Online Access:	http://dx.doi.org/10.1155/2022/7923448
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