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陶 帅, 王 玮, 廖孟柯.考虑剪胀效应的深埋硬岩隧洞岩爆过程的数值模拟水资源与水工程学报[J].,2015,26(1):207-211
考虑剪胀效应的深埋硬岩隧洞岩爆过程的数值模拟
Numerical simulation of rockburst process in deep hard rock tunnel considering dilatancy effect
  
DOI:10.11705/j.issn.1672-643X.2015.01.041
中文关键词:  深埋隧洞  硬岩  剪胀角  岩爆判据  数值模拟
英文关键词:deep tunnel  hard rock  dilation angle  rockburst criterion  numerical simulation
基金项目:国家自然科学基金项目(50904045); 石河子大学优秀青年基金资助项目(2012ZRKXYQ-YD16)
作者单位
陶 帅1, 王 玮1, 廖孟柯2 (1. 石河子大学 水利建筑工程学院 新疆 石河子 832000 2.中国科学院 寒区旱区环境与工程研究所冻土工程国家重点实验室 甘肃 兰州 730000) 
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中文摘要:
      基于摩擦强度在粘聚力发生显著劣化后才起作用的本构模型(CWFS模型),将Russense岩爆判据引入数值模拟过程中,研究了不同剪胀角取值对隧洞围岩岩爆区及最大最小主应力差值在70~80MPa之间单元分布规律的影响,并将计算结果与采用Mohr-Coulomb应变软化本构模型的结果进行了对比分析。结果表明:采用基于Russense岩爆判据的CWFS本构模型模拟出了隧洞围岩发生脆性破坏形成的V型破坏区,且破坏区内的单元均发生了严重岩爆;随着剪胀角的增加,岩爆区的面积显著增大,发生岩爆的单元数明显增多;围岩最大最小主应力差值在70~80 MPa之间的单元在围岩内部均形成了邻近V型岩爆区外轮廓线的V型区域,而采用Mohr-Coulomb应变软化本构模型则没有计算出围岩中的剪切破坏区,仅计算出了拉破坏区,围岩最大最小主应力差值在70~80 MPa之间的单元没有形成V型区域。
英文摘要:
      Based on the constitutive model(CWFS) of friction strength that effects after the cohesion is significantly reduced, the article introduced Russense rockburst criterion into the process of numerical simulation,and studied the influence of different dilation angle on the rockburst regions of tunnel and unit distribution rule when the differences of maximum and minimum principal stress are between 70~80MPa. It analyzed and compared the calculation results with that by using the Mohr-Coulomb strain softening constitutive model. The results show that the brittle failure of surrounding rocks formed V-shaped notches are achieved based on the Russense rockburst criterion of CWFS constitutive model, and the units in the V-shaped notches have taken place serious rockburst;with the increase of dilation angle, the area of rockburst region and the number of rockburst units are significantly increased. The units that difference of maximum and minimum principal stress between 70~80MPa are formed V-shaped region near the outline of V-shaped notch. The results of using the Mohr-Coulomb strain softening constitutive model show that tensile failure regions in surrounding rocks are achieved but shear failure regions are not achieved, the units of that the difference of maximum and minimum principal stress are between 70~80MPa do not form V-shaped regions.
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