Cargando…
Damage evolution of bi-body model composed of weakly cemented soft rock and coal considering different interface effect
Considering the structure effect of tunnel stability in western mining of China, three typical kinds of numerical model were respectively built as follows based on the strain softening constitutive model and linear elastic–perfectly plastic model for soft rock and interface: R–M, R–C(s)–M and R–C(w)...
Autores principales: | Zhao, Zenghui, Lv, Xianzhou, Wang, Weiming, Tan, Yunliang |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Springer International Publishing
2016
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4781816/ https://www.ncbi.nlm.nih.gov/pubmed/27066329 http://dx.doi.org/10.1186/s40064-016-1942-x |
Ejemplares similares
-
Hydromechanical
Properties and Engineering Applications
of Weakly Cemented Soft Rock in Jurassic Strata
por: Zhang, Yandong, et al.
Publicado: (2023) -
A Model of Stress-Damage-Permeability Relationship of Weakly Cemented Rocks under Triaxial Compressive Conditions
por: Zhang, Shizhong, et al.
Publicado: (2022) -
Mechanical and Microcrack Evolution Characteristics of Roof Rock of Coal Seam with Different Angle of Defects Based on Particle Flow Code
por: Deng, Qinghai, et al.
Publicado: (2023) -
Sensitivity Analysis of Mechanical Parameters of Different Rock Layers to the Stability of Coal Roadway in Soft Rock Strata
por: Zhao, Zeng-hui, et al.
Publicado: (2013) -
Key Factors Identification and Risk Assessment for the Stability of Deep Surrounding Rock in Coal Roadway
por: Huang, Dongmei, et al.
Publicado: (2019)