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加卸载作用下裂隙岩芯渗透性变化规律研究
  • ISSN号:1009-6094
  • 期刊名称:《安全与环境学报》
  • 时间:0
  • 分类:X93[环境科学与工程—安全科学]
  • 作者机构:辽宁工程技术大学力学与工程学院,辽宁阜新123000
  • 相关基金:国家自然科学基金项目(11072103); 辽宁省高等院校优秀人才支持计划项目(LR2011008); 辽宁工程技术大学研究生创新项目(5A2014014-01)
中文摘要:

针对光滑平行板裂隙加载渗流规律难以准确反映实际工程裂隙岩体卸荷渗流特性的问题,利用水力压裂方法制作了天然岩芯裂隙,开展了裂隙试件受轴压、围压加载和卸载作用的渗流试验,并将裂隙试件的CT扫描图像导入ABAQUS软件,对粗糙裂隙受载时的应力和变形规律进行了数值模拟。结果表明:裂隙面的法向应力是影响裂隙渗流的主要因素;在加载阶段,粗糙裂隙面受载产生接触应力致使接触部分产生变形和破坏,裂隙接触刚度增大,裂隙宽度非线性减小,渗透率降低速率越来越小;在卸载阶段,弹性变形逐步恢复,裂隙宽度缓慢增加,渗透率先缓慢增大,当载荷卸到一定值后,在孔隙压力作用下裂隙张开、渗透率突然增大。研究结果表明了粗糙裂隙与光滑平行板裂隙对载荷敏感性不同的机理,反映了实际工程裂隙岩体卸荷渗流特性。

英文摘要:

The paper is aimed at an exploration of the seepage regularity of the smooth and parallel rock-plate fractures under the alternative loading and unloading impact both of the axial and circumferential pressure by means of the CT scanning image of the test specimens into ABAQUS through programming.What is more,since the CT scanning image of the test specimens into ABAQUS can hardly reflect the seepage characteristics of the fractured rocks accurately in the engineering practice concerned,we have managed to carry out a series of seepage experiments on the fractured specimens with the aforementioned pressure in hoping to trace the changing regularities of stress and deformation when the rough fractures are subject to the horizontal loads and vertical loads through numerical simulation,in addition to preparing the natural core fractures through hydraulic fracture,till the roughness of the fractures being made approximately to that of the natural fractures,And,finally,the experiments and numerical simulation indicate that it ought not to ignore the roughness of the fracture surfaces when it is necessary to make clear how the fractures can lead to the seepage under loading.What is more,since the normal stress of the fracture surface may serve as the main affecting factor of the rough fracture seepage,the surface tends to produce the contact stress in the stage of loading,which should account for the deformation and failure of the said surface.Furthermore,with the increase of the fracture contact stiffness,the fracture may reduce the width of the surface nonlinearly,even leading to the narrowing and closer of the seepage channel,so as to make the rate of permeability lower and lower.On the other hand,in the stage of unloading,it would be possible for the elastic deformation to get gradually restored with the width of the fracture increasing slowly.Thus,correspondingly,the permeability may tend to increase slowly at first,and,then,when the unloading comes to a certain value,the permeability of the fracture would be growin

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期刊信息
  • 《安全与环境学报》
  • 北大核心期刊(2011版)
  • 主管单位:中国兵器工业集团公司
  • 主办单位:北京理工大学 中国环境科学学会 中国职业安全健康协会
  • 主编:冯长根
  • 地址:北京市海淀区中关村南大街5号
  • 邮编:100081
  • 邮箱:aqyhjxb@263.net;aqyhjxb@wuma.com.cn
  • 电话:010-68913997
  • 国际标准刊号:ISSN:1009-6094
  • 国内统一刊号:ISSN:11-4537/X
  • 邮发代号:2-770
  • 获奖情况:
  • 获首届《CAJ-CD》执行优秀期刊奖,中国科技论文统计源期刊
  • 国内外数据库收录:
  • 美国化学文摘(网络版),中国中国科技核心期刊,中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版)
  • 被引量:17182