A multiparameter non-proportional shear strength reduction method for slope stability analysis based on energy evolution theory
LU Feng1, 2, QIU Wen-ge1, 2
1. Key Laboratory of Transportation Tunnel Engineering of the Ministry of Education, Southwest Jiaotong University, Chengdu, Sichuan 610031, China
2. School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China
Online:2021-02-11
Published:2021-06-18
Contact:
QIU Wen-ge, male, born in 1959, PhD, Professor, PhD supervisor, mainly engaged in the study of mechanical behavior and control technology in the whole process of tunnel life。E-mail: qiuwen_qw@163.com
E-mail:fenglu0901@foxmail.com
About author: LU Feng, male, born in 1989, PhD candidate, mainly engaged in safety evaluation and disaster control technology research in the whole process of tunnel life.
Supported by:
the National Key R&D Program of China (2017YFC0806000), the National Natural Science Foundation of China (51991395, U1434206, 51678497).
LU Feng, QIU Wen-ge, . A multiparameter non-proportional shear strength reduction method for slope stability analysis based on energy evolution theory[J]. Rock and Soil Mechanics, 2021, 42(2): 547-557.