Results 21 to 30 of about 421,581 (294)

Mechanical properties of sandstone and prediction model of shear deformation band under true triaxial unloading conditions

open access: yesMeitan xuebao, 2023
The intermediate principal stress and unloading have an important influence on the shear failure characteristics of rock. Based on the multifunctional true triaxial fluid-structure interaction test system, the loading and unloading failure tests of ...
Ze WANG   +4 more
doaj   +1 more source

Numerical Investigation and Analysis of Intermediate Principal Stress Effects on Rock Failure Behaviors

open access: yesAdvances in Civil Engineering, 2020
A series of numerical experiments have been conducted to investigate the intermediate principal stress effects on rock failure behaviors. The numerical results show that the strength and deformation of the rock samples are significantly affected by the ...
Shuxin Deng   +3 more
doaj   +1 more source

Influence of intermediate principal stress on mechanics and acoustic emission characteristics of coal rock

open access: yesMeikuang Anquan, 2021
In order to study the safety problems caused by coal mine excavation, the self-developed ground acoustic process simulation test system was used to carry out true triaxial loading and unloading tests of coal rock under different intermediate principal ...
PENG Yanyan, DENG Haoxiang, FAN Xiao
doaj   +1 more source

Intermediate Principal Stress Effect on Failure Characteristics of Surrounding Rock in Soft Rock Roadway

open access: yesMeikuang Anquan, 2020
In order to study the influence mechanism of intermediate principal stress on surrounding rock deformation of soft rock roadway, taking the soft rock transportation lane of II1053 working face of Zhuxianzhuang Mine in Huaibei Mining Area as the ...
LIU Qinjie, FU Qiang, NI Huining, CHI Xiaolou, WEI Zhen
doaj   +1 more source

Implications for identification of principal stress directions from acoustic emission characteristics of granite under biaxial compression experiments

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2023
The rock fracture characteristics and principal stress directions are crucial for prevention of geological disasters. In this study, we carried out biaxial compression tests on cubic granite samples of 100 mm in side length with different intermediate ...
Longjun Dong   +4 more
doaj   +1 more source

A generalized nonlinear three-dimensional failure criterion based on fracture mechanics

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2023
Based on fracture mechanics theory and wing crack model, a three-dimensional strength criterion for hard rock was developed in detail in this paper. Although the basic expression is derived from initiation and propagation of a single crack, it can be ...
Zhaofeng Wang   +3 more
doaj   +1 more source

Experimental investigation on the deformation characteristics of granular materials under drained rotational shear [PDF]

open access: yes, 2015
Rotational shear is the type of loading path where samples are subjected to cyclic rotation of principal stress directions while the magnitudes of principal stresses are maintained constant.
Li, X, Wanatowski, D, Yang, LT, Yu, HS
core   +1 more source

A novel elastoplastic model for Yunnan sandstone under poly-axial loading

open access: yesInternational Journal of Mining Science and Technology, 2023
The lack of understanding of plastic hardening (softening) laws, especially under anisotropic stress conditions, results in inappropriate geotechnical management.
Xu Li   +5 more
doaj   +1 more source

A laboratory study of anisotropic geomaterials incorporating recent micromechanical understanding [PDF]

open access: yes, 2016
This paper presents an experimental investigation revisiting the anisotropic stress–strain–strength behaviour of geomaterials in drained monotonic shear using hollow cylinder apparatus. The test programme has been designed to cover the effect of material
A Abelev   +72 more
core   +2 more sources

Effects of Principal Stress Direction and Intermediate Principal Stress on Undrained Shear Behavior of Sand

open access: yesSoils and Foundations, 1998
ABSTRACT Undrained monotonic loading triaxial compression and extension tests were conducted on Toyoura sand. It was found that the shear behavior was more contractive and softer in triaxial extension than in triaxial compression. This difference suggests that the stress conditions, such as the direction of the principal stress and the magnitude of ...
Mitsutoshi Yoshimine   +2 more
openaire   +2 more sources

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