4.7 Article

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

Journal

ROCK MECHANICS AND ROCK ENGINEERING
Volume 52, Issue 9, Pages 3467-3474

Publisher

SPRINGER WIEN
DOI: 10.1007/s00603-019-01762-3

Keywords

Rock mechanics; Tension-shear; Failure criterion; Double-shear

Funding

  1. Fundamental Research Funds for the Central Universities [106112017CDJX-SYY002]
  2. Graduate Research and Innovation Foundation of Chongqing, China [CYB17043]
  3. National Natural Science Foundation of China [41472245, 41672300]
  4. Scientific Research Foundation of State Key Lab [2011DA105287-MS201502]

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