| 节理岩体各向异性力学研究综述 |
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| 引用本文： | 秦天昊. 节理岩体各向异性力学研究综述[J]. 山西建筑, 2012, 38(21): 77-79 |
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| 作者姓名： | 秦天昊 |
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| 作者单位： | 上海岩土工程勘察设计研究院有限公司,上海,200070 |
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| 摘 要： | 对节理岩体各向异性力学研究的现状与进展进行了系统分析和阐述,分别探讨了节理本身的各项异性力学性质,岩石介质和节理综合(即整个节理岩体)的各向异性力学性质,并对节理岩体本构模型、各向异性力学参数和屈服准则研究进行了较为详细的描述和比较,以指导实践。
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| 关 键 词： | 节理岩体 各向异性 本构模型 屈服准则 |
Mechanical research on jointed rock mass anisotropy |
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| QIN Tian-hao. Mechanical research on jointed rock mass anisotropy[J]. Shanxi Architecture, 2012, 38(21): 77-79 |
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| Authors: | QIN Tian-hao |
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| Affiliation: | QIN Tian-hao(Shanghai Geotechnical Engineering Survey & Design Institute Co.,Ltd,Shanghai 200070,China) |
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| Abstract: | The paper describes the mechanical research status and development of jointed rock mass anisotropy,respectively discusses the mechanical performance of anisotropy,rock medium and jointed rock,and then specifically describes the constitutive model of jointed rock mass,mechanical anisotropy parameter and yielding criteria,with a view to guide practice. |
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| Keywords: | jointed rock mass anisotropy constitutive model yielding criteria |
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