Applications of an Innovative Strength Parameter Estimation Method of the SoilRock Mixture in Evaluating the Deposit Slope Stability Under Rainfall
Deposit landslides are one of the most representative geological hazards around the world, and the poor understanding of the mechanical characteristics of the soilrock mixture (S-RM) increases the difficulties in evaluating the stability of the deposit slope subjected to rainfall. This study attempt...
Main Authors: | Xiaodong Fu, Zhenping Zhang, Qian Sheng, Yongqiang Zhou, Juehao Huang, Zhe Wu, Mingyang Liu |
---|---|
Format: | Article |
Language: | English |
Published: |
Frontiers Media S.A.
2021-10-01
|
Series: | Frontiers in Earth Science |
Subjects: | |
Online Access: | https://www.frontiersin.org/articles/10.3389/feart.2021.768757/full |
Similar Items
-
Limit analysis for the seismic stability of three-dimensional rock slopes using the generalized Hoek-Brown criterion
by: A. Karrech, et al.
Published: (2022-03-01) -
3D limit analysis of rock slopes based on equivalent linear failure criterion with tension cut-off
by: Zhibin Sun, et al.
Published: (2023-12-01) -
Limit load and failure mechanisms of a vertical Hoek-Brown rock slope
by: Jim Shiau, et al.
Published: (2024-03-01) -
Study on the Weakening Law and Classification of Rock Mass Damage under Blasting Conditions
by: Rui Yue, et al.
Published: (2022-03-01) -
Reliability analysis of slope and random response of anti-sliding pile considering spatial variability of rock mass properties
by: ZHANG Wen-gang, et al.
Published: (2021-11-01)