The Influence of Joint Inclination and Opening Width on Fracture Characteristics of Granite under Triaxial Compression-Reference-Cited by-同舟云学术

The Influence of Joint Inclination and Opening Width on Fracture Characteristics of Granite under Triaxial Compression

Author:

Song Leibo¹,Wang Gang²,Wang Xingkai¹,Huang Mingzhi³,Xu Kun³,Han Guansheng¹,Liu Guangjian¹

Affiliation:

1. School of Civil Engineering, Shaoxing Univ., Shaoxing 312000, China.

2. School of Civil Engineering, Shaoxing Univ., Shaoxing 312000, China (corresponding author).

3. School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan 430070, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

Reference36 articles.

1. A bonded particle model simulation of shear strength and asperity degradation for rough rock fractures;Asadi M. S.;Rock Mech. Rock Eng.,2012

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