Transformational relations between parameters of rock damage viscoelastic model using different modeling approaches
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Transformational relations between parameters of rock damage viscoelastic model using different modeling approaches
Vol. 33, Issue 7, (2012)
作者机构:
1. 重庆大学 土木工程学院,重庆,400045
2. 华东交通大学 土木建筑学院,南昌,330013
3. 重庆大学 山地城镇建设与新技术教育部重点实验室,重庆,400045
4. 福州大学 土木工程学院,福州,350108
作者简介:
基金信息:
DOI:
CLC:O344.6
Online First:13 July 2012,
Published:2012
稿件说明:
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FANG Tao, LIU Xin-rong, HUANG Ming. Transformational relations between parameters of rock damage viscoelastic model using different modeling approaches[J]. 2012, 33(7).
DOI:
FANG Tao, LIU Xin-rong, HUANG Ming. Transformational relations between parameters of rock damage viscoelastic model using different modeling approaches[J]. 2012, 33(7).DOI:
Transformational relations between parameters of rock damage viscoelastic model using different modeling approaches
Considering the external influences on rock deformation as instantaneous elastic damage defined with the reduction of instantaneous elastic modulus and long-term creep damage defined with the reduction of long-term creep modulus
kBurgers model with damage is presented. In addition
three-dimensional model considering the Poisson’s ratio and bulk modulus as the constant is established separately; and the transformational relations between the parameters are obtained. According to a case study
the damage evolution of model parameters considering water content changing under the assumption of constant bulk modulus is studied. The damage evolution equations of instantaneous elasticity and long-term creep under the assumption of constant bulk modulus are obtained
which prove that transformational relations between model parameters are reasonable.
Study of thermo-mechano-damage coupling behavior of surrounding rock of deep tunnel
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
Research on deformation forecasting of tunnel surrounding rock based on viscoelastic constitutive behavior
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
LU Gong-da
YAN E-chuan
Related Institution
School of Urban Construction, Yangtze University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Faculty of Engineering, China University of Geosciences
Faculty of Engineering, China University of Geosciences