A Nonlinear Statistical Damage Constitutive Model for Porous Rocks

In the current paper, the deformation behaviours of rocks during compression are studied by testing 10 groups of sandstone samples with different porosity characteristics. According to the energy theory, the rock material was divided into two parts: solid skeleton and voids. A statistical damage-bas...

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Bibliographic Details
Main Authors: Yue Pan, Zhiming Zhao, Liu He, Guang Wu
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8851914
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