| 岩石边坡稳定性结构模式类比评价方法 |
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| 引用本文： | 吕小平.岩石边坡稳定性结构模式类比评价方法[J].西南交通大学学报,1994,29(1):108-112. |
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| 作者姓名： | 吕小平 |
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| 作者单位： | 西南交通大学工程地质系 |
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| 摘 要： | 本文提出了岩石边坡稳定性结构模式类比评价方法。这种方法根据工程岩体的结构类型，对岩体工程地质特性定理表征并抽取主要特征，建立工程岩体之间的相似关系并进行综合相似关系类比评价。它抓住了岩体工程地质的主要特征，最大限度地利用人类工程活动长期所积累的成功经验和失利教训，因而，其评价结果的可靠性也是较高的。
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| 关 键 词： | 结构模式 评价 岩石 边坡稳定 |
A Kind of Stability Evaluation Method by Structural Pattern Analogy for Rock Slopes |
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| Lu Xiaoping.A Kind of Stability Evaluation Method by Structural Pattern Analogy for Rock Slopes[J].Journal of Southwest Jiaotong University,1994,29(1):108-112. |
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| Authors: | Lu Xiaoping |
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| Abstract: | Proposes a method of an engineering geological evaluation by structural pattern analogy, According to the characteristic of rock mass structure,it gives an approach to show and draw engineering geological features,and then sets up a similaty between one rock mass and anothers and a stability evaluation by synthetical similarity Thus it can make full use of man s experience and lesson in long-term engineering practice,providing the results with higher reliability. |
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| Keywords: | engineering geology structural pattern evaluation rock slope stability |
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