Long-Term Strength of Porous Geomaterials by a Micromechanical Model considering Alternate Wetting and Drying Condition

This study is devoted to determining the long-term strength of porous geomaterials under alternate wetting and drying condition by statical shakedown analysis. In the framework of micromechanics of porous materials, Gurson’s hollow sphere model with Drucker-Prager solid matrix is adopted as the repr...

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Main Authors: Jin Zhang, Shirong Fu, Tao Ni, Bei Han, Chong Shi
Format: Article
Language:English
Published: Hindawi-Wiley 2021-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/2021/6617453
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spelling doaj-d4692543280b403294f74b958177be6a2021-02-22T00:00:08ZengHindawi-WileyGeofluids1468-81232021-01-01202110.1155/2021/6617453Long-Term Strength of Porous Geomaterials by a Micromechanical Model considering Alternate Wetting and Drying ConditionJin Zhang0Shirong Fu1Tao Ni2Bei Han3Chong Shi4Key Laboratory of Ministry of Education for Geomechanics and Embankment EngineeringPowerChina Huadong Engineering Corporation LimitedIndustrial Engineering DepartmentKey Laboratory of Urban Security and Disaster Engineering of Ministry of EducationKey Laboratory of Ministry of Education for Geomechanics and Embankment EngineeringThis study is devoted to determining the long-term strength of porous geomaterials under alternate wetting and drying condition by statical shakedown analysis. In the framework of micromechanics of porous materials, Gurson’s hollow sphere model with Drucker-Prager solid matrix is adopted as the representative volume element. The effects of alternate wetting and drying are considered as variable water pressure imposed on the inner boundary surface of the unit cell. The cyclic responses are separated as a pure hydrostatic part under compressive/tensive loads and an additional deviatoric part to capture shear effects. The reduction of the long-term strength due to inner water pressure is observed by the illustration of obtained macroscopic criteria with respect to various load parameters. In addition, the accuracy of the analytical solution is also verified by comparing to the results of FEM-based step-by-step computations.http://dx.doi.org/10.1155/2021/6617453
collection DOAJ
language English
format Article
sources DOAJ
author Jin Zhang
Shirong Fu
Tao Ni
Bei Han
Chong Shi
spellingShingle Jin Zhang
Shirong Fu
Tao Ni
Bei Han
Chong Shi
Long-Term Strength of Porous Geomaterials by a Micromechanical Model considering Alternate Wetting and Drying Condition
Geofluids
author_facet Jin Zhang
Shirong Fu
Tao Ni
Bei Han
Chong Shi
author_sort Jin Zhang
title Long-Term Strength of Porous Geomaterials by a Micromechanical Model considering Alternate Wetting and Drying Condition
title_short Long-Term Strength of Porous Geomaterials by a Micromechanical Model considering Alternate Wetting and Drying Condition
title_full Long-Term Strength of Porous Geomaterials by a Micromechanical Model considering Alternate Wetting and Drying Condition
title_fullStr Long-Term Strength of Porous Geomaterials by a Micromechanical Model considering Alternate Wetting and Drying Condition
title_full_unstemmed Long-Term Strength of Porous Geomaterials by a Micromechanical Model considering Alternate Wetting and Drying Condition
title_sort long-term strength of porous geomaterials by a micromechanical model considering alternate wetting and drying condition
publisher Hindawi-Wiley
series Geofluids
issn 1468-8123
publishDate 2021-01-01
description This study is devoted to determining the long-term strength of porous geomaterials under alternate wetting and drying condition by statical shakedown analysis. In the framework of micromechanics of porous materials, Gurson’s hollow sphere model with Drucker-Prager solid matrix is adopted as the representative volume element. The effects of alternate wetting and drying are considered as variable water pressure imposed on the inner boundary surface of the unit cell. The cyclic responses are separated as a pure hydrostatic part under compressive/tensive loads and an additional deviatoric part to capture shear effects. The reduction of the long-term strength due to inner water pressure is observed by the illustration of obtained macroscopic criteria with respect to various load parameters. In addition, the accuracy of the analytical solution is also verified by comparing to the results of FEM-based step-by-step computations.
url http://dx.doi.org/10.1155/2021/6617453
work_keys_str_mv AT jinzhang longtermstrengthofporousgeomaterialsbyamicromechanicalmodelconsideringalternatewettinganddryingcondition
AT shirongfu longtermstrengthofporousgeomaterialsbyamicromechanicalmodelconsideringalternatewettinganddryingcondition
AT taoni longtermstrengthofporousgeomaterialsbyamicromechanicalmodelconsideringalternatewettinganddryingcondition
AT beihan longtermstrengthofporousgeomaterialsbyamicromechanicalmodelconsideringalternatewettinganddryingcondition
AT chongshi longtermstrengthofporousgeomaterialsbyamicromechanicalmodelconsideringalternatewettinganddryingcondition
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