Modified Mohr‒Coulomb Hard Rock Strength Criterion Considering the Influence of Intermediate Principal Stress
HYDRAULIC ROCK MECHANICS AND ENGINEERING|更新时间:2026-01-29
|
Modified Mohr‒Coulomb Hard Rock Strength Criterion Considering the Influence of Intermediate Principal Stress
“In the field of rock failure strength prediction, experts have established a nonlinear Mohr Coulomb strength criterion based on the Mohr stress circle theory, considering the influence of intermediate principal stress, and verified its applicability and engineering application value in complex stress states.”
Yu Jin,Zhou Yongsheng,Zhang Chao,et al.Modified Mohr‒Coulomb hard rock strength criterion considering the influence of intermediate principal stress[J].Advanced Engineering Sciences,2026,58(1):46‒56.
Yu Jin,Zhou Yongsheng,Zhang Chao,et al.Modified Mohr‒Coulomb hard rock strength criterion considering the influence of intermediate principal stress[J].Advanced Engineering Sciences,2026,58(1):46‒56. DOI: 10.12454/j.jsuese.202500274.
Modified Mohr‒Coulomb Hard Rock Strength Criterion Considering the Influence of Intermediate Principal Stress
Generation of Pore Pressure and Three-dimensional Deformation Behavior of Soft Clay with Different Initial State Under Combined Principal Stress Rotation
An Experimental and Numerical Investigation on Compression-resilience Responses of Membrane Materials in Spiral Case Structures
Simulation and Analysis of the Digital Transmitter EVM
An Improved True Triaxial Hoek–Brown Strength Criterion
Investigation and Analysis on Health Status of Workers in Beijing Railway Bureau in 2014
Related Author
CAI Yan-yan
ZHOU Yong-sheng
YU Jin
Musen HAN
Chengchao GUO
Xiang YU
Yongshuai WAN
Wenqing HUANG
Related Institution
College of Water Conservancy Sci.and Eng., Zhengzhou Univ.
National Local Joint Eng. Lab. of Major Infrastructure Testing and Rehabilitation Technol.
Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety Protection