Equivalent Continuum Model of Rock Mass with Arbitrary Fractures

doi:10.1007/s12204-013-1397-y

上海交通大学学报（英文版） ›› 2013, Vol. 18 ›› Issue (3): 293-297.doi: 10.1007/s12204-013-1397-y

Equivalent Continuum Model of Rock Mass with Arbitrary Fractures

WANG Ying-yi1 (王颖轶), LI Ke2,3* (李科), HUANG Xing-chun1,2 (黄醒春)

(1. Chinese Underwater Technology Institute, Shanghai Jiaotong University, Shanghai 200231, China; 2. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China; 3. China Merchants Chongqing Communications Research & Design Institute Co., Ltd., Chongqing 400067, China)

出版日期:2013-06-28 发布日期:2013-08-12
通讯作者: LI Ke(李科) E-mail:nick.88@163.com

Equivalent Continuum Model of Rock Mass with Arbitrary Fractures

WANG Ying-yi1 (王颖轶), LI Ke2,3* (李科), HUANG Xing-chun1,2 (黄醒春)

(1. Chinese Underwater Technology Institute, Shanghai Jiaotong University, Shanghai 200231, China; 2. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China; 3. China Merchants Chongqing Communications Research & Design Institute Co., Ltd., Chongqing 400067, China)

Online:2013-06-28 Published:2013-08-12
Contact: LI Ke(李科) E-mail:nick.88@163.com

摘要/Abstract

摘要： The constitutive model and equivalent deformation modulus of an arbitrary column in representative elementary volume (REV) of fractured rock mass are derived. The deformation of fractured rock mass is composed of the rock part and the fracture part. The elasto-visco-plastic property is considered in this model. For the convenience in engineering practice, the complex elasto-visco-plastic model and its equivalent modulus are degraded, and the rock is taken as an elastic body. By statistical analysis of the geometric positions of the column and the fracture, the equivalent modulus of rock mass with arbitrary fractures is obtained.

关键词: fractured rock mass, representative elementary volume (REV), elasto-visco-plastic constitutive model, equivalent continuum model

Abstract: The constitutive model and equivalent deformation modulus of an arbitrary column in representative elementary volume (REV) of fractured rock mass are derived. The deformation of fractured rock mass is composed of the rock part and the fracture part. The elasto-visco-plastic property is considered in this model. For the convenience in engineering practice, the complex elasto-visco-plastic model and its equivalent modulus are degraded, and the rock is taken as an elastic body. By statistical analysis of the geometric positions of the column and the fracture, the equivalent modulus of rock mass with arbitrary fractures is obtained.

Key words: fractured rock mass, representative elementary volume (REV), elasto-visco-plastic constitutive model, equivalent continuum model

中图分类号:

TU 452

WANG Ying-yi1 (王颖轶), LI Ke2,3* (李科), HUANG Xing-chun1,2 (黄醒春). Equivalent Continuum Model of Rock Mass with Arbitrary Fractures[J]. 上海交通大学学报（英文版）, 2013, 18(3): 293-297.

WANG Ying-yi1 (王颖轶), LI Ke2,3* (李科), HUANG Xing-chun1,2 (黄醒春). Equivalent Continuum Model of Rock Mass with Arbitrary Fractures[J]. Journal of shanghai Jiaotong University (Science), 2013, 18(3): 293-297.

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Equivalent Continuum Model of Rock Mass with Arbitrary Fractures

Equivalent Continuum Model of Rock Mass with Arbitrary Fractures

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