Three-dimensional stability limit analysis of cracked loess slopes

Three-dimensional stability limit analysis of cracked loess slopes

The development of vertical cracks in loess slopes often affects slope stability. Compared with the plane strain mechanism, the slope stability analysis under the three-dimensional (3D) failure mechanism is closer to the actual slope instability. Based on the upper bound method of plastic limit anal...

Full description

Bibliographic Details
Main Authors: ZHU Xue-liang, SHAO Sheng-jun, SHEN Xiao-jun, SHAO Shuai, LIU Xiao-kang
Format: Article
Language:English
Published: SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717 2022-10-01
Series:Rock and Soil Mechanics
Subjects:
slope instability
vertical cracks
failure mechanism
upper bound method
Online Access:http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.7080

Internet

http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.7080

Similar Items