Effects of pre-existing cracks and temperature on failure mode of granite from Eastern China

Author:

Zhang Weiqiang,Sun Qiang,Zhang Yuliang

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangsu Province

China Postdoctoral Science Foundation funded project

Priority Academic Program Development of Jiangsu Higher Education Institutions

Publisher

Elsevier BV

Subject

Geology

Reference41 articles.

1. Relationships between brittleness and specific energy in excavation mechanics[C];Altindag,2008

2. Experimental study on the influence of temperature on the mechanical properties of granite under un-axial compression and fatigue loading;Chen;Int. J. Rock Mech. Min.,2012

3. Fracture evolution characteristics of sandstone containing double fissures and a single circular hole under uniaxial compression;Chen;Int. J. Min. Sci. Tech.,2017

4. Testing study on mechanical properties of post-high-temperature granite;Du;Chin. J. Rock Mech. Eng.,2004

5. Stress concentrations around voids in three dimensions: the roots of failure;Davis;J. Struct. Geol.,2017

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