Juan Liu, Feng Gao, Wenqi Zheng, Yun Bai, Yan Xing, Yanan Gao, Shanjie Su
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Damage evolution of rock fracture surfaces and the influence of normal stress and shear displacement on the wear zone
Assessing the extent of damage on the joint surface is challenging, yet essential for understanding the joint’s shear behavior. We investigate the joint damage evolution and develop a damage evolution equation using the contact change law. The joint samples were examined with direct shear tests at different normal stresses and shear displacements. Experimental results demonstrate that joint roughness is significantly affected by normal stress and shear displacements. Considering these two effects, we obtain the damaged region of the joint surface by transforming the original image of the joint into a binary image under loading conditions. The previously published damage value results and the test results were compiled and analyzed to verify the damage evolution equation. It is shown that the damage evolution equation is applicable to predict the value of the damage to the joint surface with acceptable accuracy. Meanwhile, we establish a shear strength model of joint surfaces through the damage evolution equation. Comparison between the shear strength results obtained from the shear strength model and laboratory experiments demonstrates the validity of the model by comparing the analysis of the error coefficients.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.