Equivalent damage rheological model for jointed rock is preliminarily studied. Rock and jointed plane’s damage rheological functions are developed separately on the basis of supposing that the rock is isotropic body and isotropic damage and the jointed plane’s normal and tangential damage is different. Finite element method calculation function of equivalent damage rheological model for jointed rock is deduced; and its finite element method program is developed by assuming that the material is not damage and calculating stress adopting effective stress. Through case study
it is shown that the equivalent damage rheological model for jointed rock is feasible; it can reflect the damage process well.
Study of thermo-mechano-damage coupling behavior of surrounding rock of deep tunnel
Equivalent rheological damage model of jointed rock and its application to unloading slope
Study of impact of fractal dimension of pore distribution on compressive strength of porous material
Analysis of reservoir deformation and fluid transportation induced by injection of CO2 into saline aquifer: (I) Two-phase flow-reservoir coupling model
Properties of excavation damaged zone under blasting load in deep tunnels
Related Author
JIA Shan-po
WU Bo
CHEN Wei-zhong
WU Guo-jun
GAO Min
GONG Jun
MA Chun-chi
LI Tian-bin
Related Institution
School of Urban Construction, Yangtze University
Faculty of Engineering, China University of Geosciences
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology
Faculty of Engineering, China University of Geosciences