| 考虑剪胀效应的节理岩体三维等效模型 |
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| 引用本文： | 晏石林,吴代华,黄玉盈. 考虑剪胀效应的节理岩体三维等效模型[J]. 武汉理工大学学报, 2000, 22(5): 100-103 |
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| 作者姓名： | 晏石林 吴代华 黄玉盈 |
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| 作者单位： | 1. 武汉理工大学
2. 中华理工大学 |
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| 基金项目： | 国家自然科学基金、湖北省自然科学基金项目资助(19972049，99J073)． |
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| 摘 要： | 研究建立了贯穿节理岩体的三维等效弹性模型，考虑了岩体中节理的剪胀效应，分析了剪胀系数和节理面倾角对各向异性岩体等效弹性模量的影响，编写了节理岩体等效弹性常数实用计算软件，可以方便、快捷地对节理岩体的等效性能进行估算。
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| 关 键 词： | 节理岩体；等效模型；剪胀效应 |
| 修稿时间： | 2000-04-01 |
3-D Equivalent Model of Jointed Rock Masses Considering the Effects of Joint Face Dilatancy |
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| Yan Shilin,Wu Daihua,Huang Yuying. 3-D Equivalent Model of Jointed Rock Masses Considering the Effects of Joint Face Dilatancy[J]. Journal of Wuhan University of Technology, 2000, 22(5): 100-103 |
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| Authors: | Yan Shilin Wu Daihua Huang Yuying |
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| Abstract: | The 3-D equivalent elastic model of jointed rock mass was established considering the joint face dilatancy. The effects of dilatancy coefficient and orientation angle of joint faces on the equivalent elastic moduli of anisotropic rock masses were analyzed. The computer program was written and can conveniently be used to predicate the equivalent mechanical properties of jointed rock masses. |
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| Keywords: | jointed rock masses equivalent model dilatancy |
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