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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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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author Yue Pan
Zhiming Zhao
Liu He
Guang Wu
author_facet Yue Pan
Zhiming Zhao
Liu He
Guang Wu
author_sort Yue Pan
collection DOAJ
description 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-based approach was adopted to establish a nonlinear statistical damage constitutive model. The validity of the statistical damage constitutive model is verified by the test data. The statistical damage constitutive model performs well in each stage of rock compression before failure. For different types of rocks, different confining pressures, and different water contents, the statistical damage constitutive model fits well. This model can be applied to most types of rocks and in most engineering environments.
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issn 1687-8086
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publishDate 2020-01-01
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series Advances in Civil Engineering
spelling doaj-art-caa8dd7a3dc94ee4bff2dd3fdb4e44b02025-08-20T02:19:35ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/88519148851914A Nonlinear Statistical Damage Constitutive Model for Porous RocksYue Pan0Zhiming Zhao1Liu He2Guang Wu3Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu 611756, ChinaFaculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu 611756, ChinaFaculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu 611756, ChinaFaculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu 611756, ChinaIn 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-based approach was adopted to establish a nonlinear statistical damage constitutive model. The validity of the statistical damage constitutive model is verified by the test data. The statistical damage constitutive model performs well in each stage of rock compression before failure. For different types of rocks, different confining pressures, and different water contents, the statistical damage constitutive model fits well. This model can be applied to most types of rocks and in most engineering environments.http://dx.doi.org/10.1155/2020/8851914
spellingShingle Yue Pan
Zhiming Zhao
Liu He
Guang Wu
A Nonlinear Statistical Damage Constitutive Model for Porous Rocks
Advances in Civil Engineering
title A Nonlinear Statistical Damage Constitutive Model for Porous Rocks
title_full A Nonlinear Statistical Damage Constitutive Model for Porous Rocks
title_fullStr A Nonlinear Statistical Damage Constitutive Model for Porous Rocks
title_full_unstemmed A Nonlinear Statistical Damage Constitutive Model for Porous Rocks
title_short A Nonlinear Statistical Damage Constitutive Model for Porous Rocks
title_sort nonlinear statistical damage constitutive model for porous rocks
url http://dx.doi.org/10.1155/2020/8851914
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