| 边坡稳定性分析中不确定性方法的评价 |
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| 引用本文： | 王东,袁景. 边坡稳定性分析中不确定性方法的评价[J]. 辽宁工程技术大学学报(自然科学版), 2005, 24(Z2): 13-15 |
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| 作者姓名： | 王东 袁景 |
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| 作者单位： | 1. 辽宁工程技术大学,资源与环境工程学院,辽宁,阜新,123000
2. 辽宁工程技术大学,土木建筑工程学院,辽宁,阜新,123000 |
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| 摘 要： | 为了使边坡工程人员能够根据具体的地质条件、分析目的与精度要求,合理有效地选用与之相适应的边坡稳定性分析方法,通过逐一分析常用的一些稳定性分析的不确定性方法和对阐述它们各自的主要原理、特点及其优缺点,综合评价了各种不确定性方法,并对岩土边坡系统稳定性评价的发展趋势做了初步的探讨.为开拓边坡稳定性计算方法的新途径提供一定了理论依据.
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| 关 键 词： | 边坡 稳定性 评价方法 |
| 文章编号： | 1008-0562(2005)增刊-0013-03 |
| 修稿时间： | 2005-09-12 |
Evaluation of uncertain methods for slope''''s stability analysis |
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| WANG Dong,YUAN Jing. Evaluation of uncertain methods for slope''''s stability analysis[J]. Journal of Liaoning Technical University (Natural Science Edition), 2005, 24(Z2): 13-15 |
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| Authors: | WANG Dong YUAN Jing |
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| Abstract: | To make professionals taking on slope engineering reasonably choose an appropriate method for slope's stability analysis according to concrete geologic conditions,analytical purposes and accuracy specifications,by introducing the primary methods in present-day slope engineering and demonstrating their principles, characteristics and relative merits,each uncertain method is judged synthetically,and the development trend of slope's stability criterion is discussed.This provides theoretic criterions to form new approaches of slope stabilization's computing method. |
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| Keywords: | slope stability assessment method |
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