Fig 29 in each curve fitting results.

<div><p>In order to study the shear mechanical properties of rock joint under different unloading stress paths, the RDS-200 rock joint shear test system was used to carry out direct shear tests on concrete joint specimens with five different morphologies under the CNL path and different...

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Bibliographic Details
Main Author:	Zhezhe Zhang (19704587) (author)
Other Authors:	Baohua Guo (1432528) (author), Shengjin Cheng (19704590) (author), Pengbo Zhong (19704593) (author), Chuangwei Zhu (19704596) (author)
Published:	2024
Subjects:	Biophysics Molecular Biology Biotechnology Evolutionary Biology Developmental Biology Statistics Science Policy Mental Health Space Science Environmental Sciences not elsewhere classified Biological Sciences not elsewhere classified Physical Sciences not elsewhere classified shear mechanical properties shear bearing capacity residual shear strength peak shear strength peak shear stiffness internal friction angle five different morphologies direct shear tests unloading shear load increasing shear load concrete joint specimens average decrease percentage significantly improved compared div >< p cnl path increases sub >< significantly smaller rock joint normal unloading concrete joints variation range unlcsl path stability evaluation rock joints results show research conclusions normal stress main reason great significance disaster prevention coulomb criterion cnl path accurate estimation ></ sub 5 %,
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Fig 29 in each curve fitting results.

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