Experimental study of the end effect on the mechanical behaviors of rocks under true 3D compressions

Author:

Chen Junchao12ORCID,Che Zhenglu1,Gao Meiben1,Zhang Liang123ORCID,Shen Zhonghui4

Affiliation:

1. School of Emergency Management Xihua University Chengdu China

2. Emergency Science Research Academy, Chinese Institute of Coal Science China Coal Technology & Engineering Group Co., Ltd. Beijing China

3. Hebei Key Laboratory of Mine Intelligent Unmanned Mining Technology North China Institute of Science and Technology Beijing China

4. School of Emergency Management and Safety Engineering Jiangxi University of Science and Technology Ganzhou China

Abstract

AbstractIn true triaxial compression tests, all three principal stresses are imposed independently. This allows for a more comprehensive analysis of the material's mechanical properties. The end effect in true triaxial compression tests is a crucial phenomenon that impacts the accuracy and reliability of the test results. In this study, a series of true triaxial compression tests is conducted to examine the influence of the end friction on the mechanical properties. The laboratory results show that the presence of the end friction could bring about an apparent increase in rock strength and also restrict the deformation in each direction showing that the stiffness (the slope of the curves) increased slightly. The rock strength could be enhanced from 24.7 to 90.7 () when the end friction is increased, which is mainly caused by the lateral interface friction. The failure mode and fracture angle of the specimen are also influenced by the end effect, showing that under high friction conditions, the failure is more ductile, and a larger fracture angle is observed. At last, in comparison with the published experimental data, the actual specific friction angle (corresponding friction coefficient is about 0.19) for the direct specimen–metal contacts in a true 3D test is numerically identified, which is empirically reasonable and higher than the tested range 0.146–0.157 obtained from double‐shear test system.

Funder

National Natural Science Foundation of China

Publisher

Wiley

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