| 含断续节理岩体强度的各向异性 |
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| 引用本文： | 张建海,何江达,范景伟. 含断续节理岩体强度的各向异性[J]. 云南水力发电, 2000, 16(2): 36-38 |
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| 作者姓名： | 张建海 何江达 范景伟 |
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| 作者单位： | 四川大学水电学院,四川成都,610065 |
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| 基金项目： | “九五”国家科技攻关项目子题!［96－221－04－03－01（1）］ |
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| 摘 要： | 通过试验阐明了含断续节理岩体的破坏机理，并按断裂力学推导出含断续节理岩体的强度公式，它表明含断续节理岩体的强度有明显的各向异性性质。且按断裂分析推导出霍克强度参数ｍ，ｓ。将以上理论对上湾工程的岩体强度进行了分析，可供工程参考使用。
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| 关 键 词： | 岩体强度 断裂力学 强度各向异性 |
The Anisotropy of Intermittently Jointed Rock Mass |
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| ZHANG Jian-hai,HE Jiang-da,FAN Jing-wei. The Anisotropy of Intermittently Jointed Rock Mass[J]. Yunnan Water Power, 2000, 16(2): 36-38 |
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| Authors: | ZHANG Jian-hai HE Jiang-da FAN Jing-wei |
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| Abstract: | This paper studied the damage mechanism of intermittently jointed rock mass through laboratory tests. The formula for the calculation of strength parameters of intermittently jointed rock mass are derived based on fracture mechanics theory. The study shows that the strength of this kind of rock is of apparent anisotropy. Hoek parameters m and s are derived based on fracture mechanics theory and are used in Xiaowan project. |
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| Keywords: | rock mass strength fracture mechanics strength anisotropy |
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