Effects of stress path on shear strength of a rock salt-Reference-Cited by-同舟云学术

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Effects of stress path on shear strength of a rock salt

Published:2018-04 Issue: Volume:104 Page:78-83
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Artkhonghan Kiattisak,Sartkaew Suratwadee,Thongprapha Thanittha,Fuenkajorn Kittitep

Funder

Suranaree University of Technology

Higher Education Promotion and National Research University

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference22 articles.

1. A new true triaxial cell for testing mechanical properties of rock, and its use to determine rock strength and deformability of Westerly granite;Haimson;Int J Rock Mech Min Sci.,2000

2. A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks;Colmenares;Int J Rock Mech Min Sci.,2002

3. Physical modeling of a rock mass under a true triaxial stress state;Tiwari;Int J Rock Mech Min Sci.,2004

4. Post failure behavior of a rock mass under the influence of triaxial and true triaxial confinement;Tiwari;Eng Geol.,2006

5. True triaxial stresses and the brittle of rock;Haimson;Pure Appl Geophys.,2006

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. 3D DEM simulation of hard rock fracture in deep tunnel excavation induced by changes in principal stress magnitude and orientation;Journal of Rock Mechanics and Geotechnical Engineering;2024-02

2. Stress path constraints on veined rock deformation;Rock Mechanics Bulletin;2022-10

3. Rupture Of Veined Granite In Polyaxial Compression: Insights From Three‐Dimensional Discrete Element Method Modeling;Journal of Geophysical Research: Solid Earth;2020-02

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