{"title":"Mechanical behaviour of a porous chalk and effect of saturating fluid","authors":"S. Homand, J. F. Shao","doi":"10.1002/1099-1484(200010)5:7<583::AID-CFM110>3.0.CO;2-J","DOIUrl":null,"url":null,"abstract":"<p>This paper presents an experimental investigation and numerical modelling of the behaviour of a porous chalk by taking into account effects of saturating fluid. Two representative fluids, oil and water are considered. The laboratory testing programme includes two topics. First, conventional hydrostatic and triaxial compression tests are carried out on samples which are saturated with water and oil, respectively. The sensitivity of chalk behaviour to saturating fluid is clearly shown. Secondly, specific water injection tests are conducted in which water is injected into chalk samples initially saturated by oil, under different hydrostatic and deviatoric stress states. Additional plastic deformation induced by water flooding is determined. In the second part of paper, an elastoplastic model with two yield surfaces is proposed. The water-induced plastic deformation is described by introducing an additional plastic mechanism related to the behaviour jump between two material states of chalk. An overall good correlation is obtained between numerical simulations and experimental data not only for conventional tests, but also for water injection tests. Copyright © 2000 John Wiley & Sons, Ltd.</p>","PeriodicalId":100899,"journal":{"name":"Mechanics of Cohesive-frictional Materials","volume":"5 7","pages":"583-606"},"PeriodicalIF":0.0000,"publicationDate":"2000-09-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1002/1099-1484(200010)5:7<583::AID-CFM110>3.0.CO;2-J","citationCount":"48","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Mechanics of Cohesive-frictional Materials","FirstCategoryId":"1085","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/1099-1484%28200010%295%3A7%3C583%3A%3AAID-CFM110%3E3.0.CO%3B2-J","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 48
Abstract
This paper presents an experimental investigation and numerical modelling of the behaviour of a porous chalk by taking into account effects of saturating fluid. Two representative fluids, oil and water are considered. The laboratory testing programme includes two topics. First, conventional hydrostatic and triaxial compression tests are carried out on samples which are saturated with water and oil, respectively. The sensitivity of chalk behaviour to saturating fluid is clearly shown. Secondly, specific water injection tests are conducted in which water is injected into chalk samples initially saturated by oil, under different hydrostatic and deviatoric stress states. Additional plastic deformation induced by water flooding is determined. In the second part of paper, an elastoplastic model with two yield surfaces is proposed. The water-induced plastic deformation is described by introducing an additional plastic mechanism related to the behaviour jump between two material states of chalk. An overall good correlation is obtained between numerical simulations and experimental data not only for conventional tests, but also for water injection tests. Copyright © 2000 John Wiley & Sons, Ltd.
多孔白垩的力学行为和饱和流体的影响
本文通过考虑饱和流体的影响,对多孔白垩的行为进行了实验研究和数值模拟。考虑了两种具有代表性的流体,油和水。实验室测试计划包括两个主题。首先,分别对饱和水和油的样品进行了常规的静水压和三轴压缩试验。粉笔行为对饱和流体的敏感性清楚地显示出来。其次,进行了特定的注水试验,在不同的静水应力和偏应力状态下,将水注入最初被油饱和的白垩样品中。确定了注水引起的附加塑性变形。在论文的第二部分中,提出了一个具有两个屈服面的弹塑性模型。通过引入一种与白垩两种材料状态之间的行为跳跃有关的额外塑性机制来描述水引起的塑性变形。数值模拟和实验数据之间不仅在常规试验中,而且在注水试验中都获得了良好的相关性。版权所有©2000 John Wiley&;有限公司。
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