Estimation of the equivalent elastic modulus in shale formation: Theoretical model and experiment

Author:

Gao C.,Xie L.Z.,Xie H.P.,He B.,Jin W.C.,Li F.,Yang Z.P.,Sun Y.Z.

Funder

State Key Research Development Program of China

Basic Research Project of S&T Department Provincial and Municipal Projects

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Fuel Technology

Reference40 articles.

1. Elastic moduli of a cracked solid;Budiansky;Int J. Solids Struct.,1976

2. Deformation and strength anisotropy of Asan gneiss, Boryeong shale, and Yeoncheon schist;Cho;Int. J. Rock Mech. Min. Sci.,2012

3. Sliding crack model for nonlinearity and hysteresis in the uniaxial stress–strain curve of rock;David;Int. J. Rock Mech. Min. Sci.,2012

4. Dershowitz, W., Hermanson, J., Follin, S.,Mauldon, M., , 2000. Fracture intensity measures in 1-D, 2-D, and 3-D at Äspö, Sweden. In: Proceedings of the 4th North American Rock Mechanics Symposium, Seattle, WA.

5. Assessment of inherent anisotropy and confining pressure influences on mechanical behavior of anisotropic foliated rocks under triaxial compression;Fereidooni;Rock Mech. Rock Eng.,2015

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