| 小浪底工程岩体力学参数研究 |
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| 引用本文： | 刘丰收,侯清波,李松海.小浪底工程岩体力学参数研究[J].水文地质工程地质,2003(Z1). |
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| 作者姓名： | 刘丰收 侯清波 李松海 |
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| 作者单位： | 中国地质大学 黄河水利委员会勘测规划设计研究院 黄河水利委员会勘测规划设计研究院 北京 郑州 450003 |
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| 摘 要： | 本文系统研究了小浪底工程的岩体的强度特征,采用了室内试验,野外结构面统计,工程地质类比法、模型试验法和Hoek Brown的经验法,估算了工程岩体的力学指标,指出了上述各种方法中所存在的不足,认为在工程实践中,应尽可能使用多种估计方法,交叉校核所得参数,以提高参数的可靠性,保证工程的安全,节约投资。
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| 关 键 词： | 工程地质类比法 小浪底工程 岩体 HoekBrown经验方程 |
Shear strength estimation of rock mass of Xiaolangdi Dam |
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| LIU Feng-shou,HOU Qing-bo,LI Song-hai.Shear strength estimation of rock mass of Xiaolangdi Dam[J].Hydrogeology and Engineering Geology,2003(Z1). |
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| Authors: | LIU Feng-shou HOU Qing-bo LI Song-hai |
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| Institution: | LIU Feng-shou~1,HOU Qing-bo~2,LI Song-hai~2 |
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| Abstract: | The shear strength of rock mass of Xiaolangdi Dam is investigated herein. In order to determine the parameters, intact rock compression test in the laboratory, surveying and sampling of geometric characteristics of joints are conducted. Engineering geological comparison method, analytical method and Hoek-Brown criterion based on the RMR classification are used to estimate the shear strength. These methods are reviewed as well. It concluded that various methods and engineering judgment are suggested in order to obtain reasonable mechanical parameters for design. |
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| Keywords: | engineering geological comparison Xiaolangdi dam rock mass Hoek-Brown criterion |
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