Experimental Study on the Shear Mechanical Behavior of Sandstone Under Normal Tensile Stress Using a New Double-Shear Testing Device-Reference-Cited by-同舟云学术

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Experimental Study on the Shear Mechanical Behavior of Sandstone Under Normal Tensile Stress Using a New Double-Shear Testing Device

Published:2019-03-04 Issue:9 Volume:52 Page:3467-3474
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Huang Da,Zhu Tantan^ORCID

Funder

National Natural Science Foundation of China

Graduate Research and Innovation Foundation of Chongqing, China

Fundamental Research Funds for the Central Universities

Scientific Research Foundation of State Key Lab. of Coal Mine Disaster Dynamics and Control

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-019-01762-3.pdf

Reference21 articles.

1. Aimone-Martin CT, Oravecz KI, Nytra TK (1997) A mechanical device for the measurement of combined shear and tension in rocks. Int J Rock Mech Min Sci 34(1):147–151

2. Cen D, Huang D (2017) Direct shear tests of sandstone under constant normal tensile stress condition using a simple auxiliary device. Rock Mech Rock Eng 50(6):1425–1438

3. Fossen H, Tikoff B (1998) Extended models of transpression and transtension, and application to tectonic settings. Geol Soc Lond Spec Publ 135(1):15–33

4. Hoek E, Martin CD (2014) Fracture initiation and propagation in intact rock-a review. J Rock Mech Geotech Eng 6(4):287–300

5. Huang RQ, Huang D (2014) Evolution of rock cracks under unloading condition. Rock Mech Rock Eng 47(2):453–466

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