A damage mechanical model applied to analysis of mechanical properties of discontinuous fractured rock masses

被引：0

作者：

Yang, W. D. ^{[1
]}

Yu, R. G. ^{[1
]}

Ranjith, P. G. ^{[2
]}

Luo, G. Y. ^{[1
]}

Huang, C. C. ^{[1
]}

机构：

[1] China Univ Petr East China, Qingdao, Shandong, Peoples R China

[2] Monash Univ, Melbourne, Vic, Australia

来源：

DEEP ROCK MECHANICS: FROM RESEARCH TO ENGINEERING | 2019年

基金：

美国国家科学基金会;

关键词：

Damage mechanics; Jointed rock masses; Underground cavern; Numerical simulation; Damage tensor; BEHAVIOR;

D O I：

暂无

中图分类号：

TE [石油、天然气工业]; TK [能源与动力工程];

学科分类号：

0807 ; 0820 ;

摘要：

The mechanical behaviour of discontinuous fractured rock masses significantly affects the displacements of rock engineers. In this paper, a damage mechanical theory is adopted to deal with some sets of joints distributed in rock masses. Based on the geometrical distribution of joints, a damage model which considers the influence of normal vector and area density of joints is used to describe the discontinuities. This damage model is programmed in finite difference software Flac3D, and an example of jointed rock masses is used to verify the validity of the model.

引用

页码：629 / 634

页数：6

共 6 条

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