Analysis of Weakening Law and Stability of Sliding Zone Soil in Thrust-Load-Induced Accumulation Landslides Triggered by Rainfall Infiltration

Analysis of Weakening Law and Stability of Sliding Zone Soil in Thrust-Load-Induced Accumulation Landslides Triggered by Rainfall Infiltration

This study investigated the weakening model, law of mechanics parameters, and stability of the sliding zone soil associated with thrust-load-induced accumulation landslides triggered by rainfall infiltration. The spatial and morphological characteristics and rule of the sapping process were analyzed...

Full description

Bibliographic Details
Main Authors: Zhou Zhou, Junhui Shen, Song Tang, Weifeng Duan, Jingyong Wang, Richang Yang, Shengzhe Zheng, Fulin Guo
Format: Article
Language:English
Published: MDPI AG 2021-02-01
Series:Water
Subjects:
rainfall infiltration
accumulation landslide
sliding zone soil
weakening coefficient
“S”-shaped curve
weakening law
Online Access:https://www.mdpi.com/2073-4441/13/4/466

Internet

https://www.mdpi.com/2073-4441/13/4/466

Similar Items