| 类土质路堑边坡变形破坏类型及其稳定性分析 |
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| 引用本文： | 廖小平.类土质路堑边坡变形破坏类型及其稳定性分析[J].岩石力学与工程学报,2003,22(Z2):2765-2765. |
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| 作者姓名： | 廖小平 |
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| 作者单位： | 廖小平（中铁西北科学研究院,兰州,730000） |
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| 摘 要： | 主要介绍福建地区道路边坡工程，特别是山区高速公路建设，以服务于边坡工程勘查设计与施工及其运营养护为目的，客观实用地厘清边坡工程分类。针对类土质路堑边坡进行工程地质模式研究和归纳，分析相应变形破坏机制，提出其边坡稳定性分析计算方法，作为边坡防护加固工程设计原则和依据。
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| 关 键 词： | 关键词 土力学 类土质 边坡工程 破坏机制 稳定性分析 |
| 文章编号： | 1000-6915(2003)增2-2765-08 |
| 收稿时间： | 2003-2-25 |
| 修稿时间： | 2003年2月25日 |
FAILURE MECHANISM AND STABILITY ANALYSIS OF CUTTING SOIL SLOPES |
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| Liao Xiaoping.FAILURE MECHANISM AND STABILITY ANALYSIS OF CUTTING SOIL SLOPES[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(Z2):2765-2765. |
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| Authors: | Liao Xiaoping |
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| Abstract: | The slope engineering in Fujian province，China，especially the expressway construction in the mountainous area is introduced. The engineering types of slopes are outlined practically for the survey，design，construction and the uphold of the slope engineering. On the basis of study on the engineering geological models and the relative failure mechanism of similar soil slopes，a series of methods to analyze slope stability are proposed，and the principle and measure of slope reinforcement design are put forward. |
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| Keywords: | Key words soil mechanics similar soil slope engineering failure mechanism stability analysis |
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