Deformation Failure Characteristics and Loading Rate Effect of Sandstone Under Uniaxial Cyclic Loading and Unloading-Reference-Cited by-同舟云学术

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Deformation Failure Characteristics and Loading Rate Effect of Sandstone Under Uniaxial Cyclic Loading and Unloading

Published:2018-08-24 Issue:3 Volume:37 Page:1147-1154
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Zhu Xuejun,Li Yangyang,Wang Changxiang,Sun Xizhen,Liu Zhanxin

Funder

Program of National Natural Science Foundation of Shandong Province

Basic Research Project of Qingdao Source Innovation Program

Taishan Scholar Talent Support Plan for Advantaged & Unique discipline Areas

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-018-0674-9.pdf

Reference23 articles.

1. Bieniawski ZT (1967) Mechanism of brittle fracture of rock: part I-theory of the fracture process. Int J Rock Mech Min Sci Geomech Abstr 4(4):395–406. https://doi.org/10.1016/0148-9062(67)90030-7

2. Bieniawski ZT (1970) Time-dependent behavior of fractured rock. Rock Mech Rock Eng 2(3):123–137. https://doi.org/10.1007/BF01239744

3. Brown ET (1981) Rock characterization, testing and monitoring: ISRM suggested methods. Pergamon Press, Oxford

4. Eberhardt E (1998) Brittle rock fracture and progressive damage in uniaxial compression. University of Saskatchewan, Saskatoon

5. Eberhardt E, Stead D, Stimpson B (1999) Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression. Int J Rock Mech Min Sci 36(3):361–380. https://doi.org/10.1016/S0148-9062(99)00019-4

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