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author:

Fang, Tao (Fang, Tao.) [1] | Liu, Xin-Rong (Liu, Xin-Rong.) [2] | Huang, Ming (Huang, Ming.) [3] (Scholars:黄明)

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Abstract:

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.

Keyword:

Creep Elastic moduli Poisson ratio Viscoelasticity

Community:

  • [ 1 ] [Fang, Tao]College of Civil Engineering, Chongqing University, Chongqing 400045, China
  • [ 2 ] [Fang, Tao]College of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, China
  • [ 3 ] [Liu, Xin-Rong]College of Civil Engineering, Chongqing University, Chongqing 400045, China
  • [ 4 ] [Liu, Xin-Rong]Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University, Chongqing 400045, China
  • [ 5 ] [Huang, Ming]College of Civil Engineering, Fuzhou University, Fuzhou 350108, China

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Source :

Rock and Soil Mechanics

ISSN: 1000-7598

CN: 42-1199/O3

Year: 2012

Issue: 7

Volume: 33

Page: 2000-2006

1 . 5 0 0

JCR@2023

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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