@article{Feng2022, 
author = {Haotian Feng and Junzhi Chen and Chunfang Ren and Yuting Ma and Mengyuan Zhang},
title = {Study on Calibration Method of Cemented Structure Plane Parameters in Numerical Test},
year = {2022},
journal = {Chinese Journal of Underground Space and Engineering},
volume = {18},
number = {6},
pages = {1824-1833},
keywords = {cemented structural plane, direct shear test, PFC, calibration parameters},
url = {https://www.sciopen.com/article/10.20174/j.juse.2022.06.009},
doi = {10.20174/j.juse.2022.06.009},
abstract = {It is very important to calibrate the parameters conveniently and accurately in numerical direct shear test of cemented structural plane. Therefore, PFC2D numerical direct shear test was carried out on rocks with cemented structural plane, and the quantitative relationship between macro and micro parameters is analyzed to study the calibration method of mechanical parameters of cemented structural plane. The results show that the cohesion, internal friction angle, shear stiffness, normal stiffness of the structural plane are determined by the tangential bonding strength and internal friction angle, internal friction angle, shear stiffness and normal stiffness of the mesoscopic parameters; The residual strength is directly proportional to the meso-friction coefficient, Normal bond strength parameters do not affect the calibration of structural plane mechanical parameters. On the basis of determining the quantitative relationship between macro and micro parameters, a parameter calibration method for PFC2D numerical direct shear test of cemented structural plane is proposed., which greatly simplifies the calibration process of cemented structural planes parameters.}
}