Experimental study on deformation, peak strength and crack damage behavior of hollow sandstone under conventional triaxial compression-Reference-Cited by-同舟云学术

Experimental study on deformation, peak strength and crack damage behavior of hollow sandstone under conventional triaxial compression

Published:2016-11 Issue: Volume:213 Page:11-24
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Yang Sheng-Qi^ORCID

Funder

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference22 articles.

1. Utilising the Hoek triaxial cell for multiaxial testing of hollow rock cylinders;Alsayed;Int. J. Rock Mech. Min. Sci.,2002

2. Experimental characterization of the localization phenomenon inside a Vosges sandstone in a triaxial cell;Bésuelle;Int. J. Rock Mech. Min. Sci.,2000

3. Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations;Cai;Int. J. Rock Mech. Min. Sci.,2004

4. Evidence for a long-term strength threshold in crystalline rock;Damjanac;Rock Mech. Rock. Eng.,2010

5. Draft ISRM suggested method for the complete stress-strain curve for the intact rock in uniaxial compression;Fairhurst;Int. J. Rock Mech. Min. Sci.,1999

Cited by 110 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. Characterization of crack evolution and hardening-softening in rock elastoplastic constitutive models;Computers and Geotechnics;2024-12

2. Effect of CFRP-wrapping on the mechanical and failure behavior of sandstone specimen containing a single flaw under compression;Construction and Building Materials;2024-09

3. Micromechanical Modeling and Simulation of Instantaneous and Long-Term Behaviors of Red Sandstone under Lateral Unloading Conditions;Rock Mechanics and Rock Engineering;2024-07-05

4. A size‐dependent energy‐based strain burst criterion;International Journal for Numerical and Analytical Methods in Geomechanics;2024-06-11

5. Investigation on failure mechanism and time-delay fracturing behavior of hard-rock tunnel under extremely high geostress state;Tunnelling and Underground Space Technology;2024-06