| 土坡稳定性计算中的问题讨论 |
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| 引用本文： | 吴玮江,赵晓明. 土坡稳定性计算中的问题讨论[J]. 甘肃科学学报, 2000, 12(2): 59-62 |
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| 作者姓名： | 吴玮江 赵晓明 |
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| 作者单位： | [1]甘肃省科学院地质自然灾害防治研究所 [2]甘肃省武山县水电局 |
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| 基金项目： | 甘肃省科学院基金资助项目! ( 98JY-2 ) |
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| 摘 要： | 瑞典条分法等经典的极限平衡计算方法仍广泛地应用于土质斜坡稳定性计算，但存在对其稳定系数的概念及计算公式来源认识不清的问题，从而影响土坡稳定性的计算结果和防治工程设计并应用实例进行了分析讨论。
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| 关 键 词： | 土坡 稳定系数 瑞典条分法 稳定性 边坡治理 |
| 修稿时间： | 1999-08-16 |
PROBLEMS CONCERNED WITH THE CALCULATION OF THE STABILITY OF SOIL SLOPE |
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| WU Wei|jiang+,ZHAO Xiao|ming+. PROBLEMS CONCERNED WITH THE CALCULATION OF THE STABILITY OF SOIL SLOPE[J]. Journal of Gansu Sciences, 2000, 12(2): 59-62 |
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| Authors: | WU Wei|jiang+ ZHAO Xiao|ming+ |
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| Affiliation: | WU Wei|jiang+1,ZHAO Xiao|ming+2 |
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| Abstract: | Sweden slice method, as a limit equilibrium method,is still extensively applied in the stable calculation of soil slope , but the phenomena of obscurity about the concept of stability coefficient and the origin of calculation formula often lead to misunderstanding and this affect the accuracy of calculation result of soil slope stability and its engineering design of protection and control.A discussion is made here with examples and analyses. |
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| Keywords: | soil slope stability coefficient Sweden slice method |
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