| 顺层边坡临界高度的确定 |
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| 引用本文： | 喻邦江,鄢霞. 顺层边坡临界高度的确定[J]. 交通标准化, 2010, 0(17): 63-66. DOI: 10.3869/j.issn.1002-4786.2010.09.006 |
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| 作者姓名： | 喻邦江 鄢霞 |
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| 作者单位： | 贵州省交通规划勘察设计研究院,贵州,贵阳,550001 |
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| 摘 要： | 从地质学角度对顺层岩质边坡的稳定性影响因素和破坏机制进行分析,采用界限平衡法基本理论推导出顺层边坡临界高度的计算式,并对实际工程中的顺层边坡临界高度进行计算分析,计算结果与实际情况吻合较好。
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| 关 键 词： | 顺层边坡 临界高度 稳定性分析 破坏机制 综合治理 预应力锚索 |
Determination of Bedding Rock Slope's Critical Height |
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| YU Bang-jiang,YAN Xia. Determination of Bedding Rock Slope's Critical Height[J]. Communications Standardization, 2010, 0(17): 63-66. DOI: 10.3869/j.issn.1002-4786.2010.09.006 |
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| Authors: | YU Bang-jiang YAN Xia |
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| Affiliation: | (Guizhou Communication Planning Survey and Design Academy,Guiyang 550001,China) |
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| Abstract: | From the aspect of geology,the influencing factors and failure mechanism of bedding rock slope is analyzed.The calculation formula of critical height of bedding slope is educed applying the fundamental theory of bound balance method.The critical height of bedding slope of an actual engineering is calculated and analyzed through adopting the method,the result is in agreement with the practical states. |
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| Keywords: | bedding slope critical height stability analysis failure mechanism comprehensive treatment prestressed cable |
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