Experimental Study on Mechanical Properties of Gas Storage Sandstone under Water Content

In order to investigate the influence of water content on the damage and degradation characteristics of Hutubi sandstone, different saturation experiments and laboratory mechanical experiments were carried out on Hutubi sandstone. The experimental results show that under uniaxial and triaxial condit...

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Main Authors: Sinan Zhu, Junchang Sun, Yingjie Wu, Baoyun Zhao, Li Zhang, Xin Zhang, Bingyuan Wang
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/5622042
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author Sinan Zhu
Junchang Sun
Yingjie Wu
Baoyun Zhao
Li Zhang
Xin Zhang
Bingyuan Wang
author_facet Sinan Zhu
Junchang Sun
Yingjie Wu
Baoyun Zhao
Li Zhang
Xin Zhang
Bingyuan Wang
author_sort Sinan Zhu
collection DOAJ
description In order to investigate the influence of water content on the damage and degradation characteristics of Hutubi sandstone, different saturation experiments and laboratory mechanical experiments were carried out on Hutubi sandstone. The experimental results show that under uniaxial and triaxial conditions, with the increase in water content, the axial, lateral, and volume deformations gradually increase, and the deformation shows obvious dilatancy characteristics. The deviator stress and elasticity modulus of the sandstone decreased exponentially with the increasing water content. Confining pressure has a significant effect on the strength improvement of sandstone under the constant water content. Based on lognormal distribution, the damage constitutive model of sandstone which can reflect both uniaxial and triaxial condition with different water contents was proposed. The theoretical curves were compared with the experimental curves, and it was found that the theoretical curves and the experimental curves have similar changing trends. It shows the rationality of the statistical damage constitutive model.
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institution OA Journals
issn 1687-8086
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language English
publishDate 2021-01-01
publisher Wiley
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series Advances in Civil Engineering
spelling doaj-art-17f3dad63a13477698a69ed25feee4012025-08-20T02:02:29ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/56220425622042Experimental Study on Mechanical Properties of Gas Storage Sandstone under Water ContentSinan Zhu0Junchang Sun1Yingjie Wu2Baoyun Zhao3Li Zhang4Xin Zhang5Bingyuan Wang6University of Chinese Academy of Sciences, Beijing, ChinaPetroChina Research Institute of Petroleum Exploration & Development, Beijing, ChinaSchool of Civil Engineering and Architecture, Chongqing University of Science and Technology, Chongqing 401331, ChinaSchool of Civil Engineering and Architecture, Chongqing University of Science and Technology, Chongqing 401331, ChinaSchool of Civil Engineering and Architecture, Chongqing University of Science and Technology, Chongqing 401331, ChinaSchool of Civil Engineering and Architecture, Chongqing University of Science and Technology, Chongqing 401331, ChinaSchool of Civil Engineering and Architecture, Chongqing University of Science and Technology, Chongqing 401331, ChinaIn order to investigate the influence of water content on the damage and degradation characteristics of Hutubi sandstone, different saturation experiments and laboratory mechanical experiments were carried out on Hutubi sandstone. The experimental results show that under uniaxial and triaxial conditions, with the increase in water content, the axial, lateral, and volume deformations gradually increase, and the deformation shows obvious dilatancy characteristics. The deviator stress and elasticity modulus of the sandstone decreased exponentially with the increasing water content. Confining pressure has a significant effect on the strength improvement of sandstone under the constant water content. Based on lognormal distribution, the damage constitutive model of sandstone which can reflect both uniaxial and triaxial condition with different water contents was proposed. The theoretical curves were compared with the experimental curves, and it was found that the theoretical curves and the experimental curves have similar changing trends. It shows the rationality of the statistical damage constitutive model.http://dx.doi.org/10.1155/2021/5622042
spellingShingle Sinan Zhu
Junchang Sun
Yingjie Wu
Baoyun Zhao
Li Zhang
Xin Zhang
Bingyuan Wang
Experimental Study on Mechanical Properties of Gas Storage Sandstone under Water Content
Advances in Civil Engineering
title Experimental Study on Mechanical Properties of Gas Storage Sandstone under Water Content
title_full Experimental Study on Mechanical Properties of Gas Storage Sandstone under Water Content
title_fullStr Experimental Study on Mechanical Properties of Gas Storage Sandstone under Water Content
title_full_unstemmed Experimental Study on Mechanical Properties of Gas Storage Sandstone under Water Content
title_short Experimental Study on Mechanical Properties of Gas Storage Sandstone under Water Content
title_sort experimental study on mechanical properties of gas storage sandstone under water content
url http://dx.doi.org/10.1155/2021/5622042
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AT baoyunzhao experimentalstudyonmechanicalpropertiesofgasstoragesandstoneunderwatercontent
AT lizhang experimentalstudyonmechanicalpropertiesofgasstoragesandstoneunderwatercontent
AT xinzhang experimentalstudyonmechanicalpropertiesofgasstoragesandstoneunderwatercontent
AT bingyuanwang experimentalstudyonmechanicalpropertiesofgasstoragesandstoneunderwatercontent