| 超高岩质边坡稳定性分析 |
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| 引用本文： | 沙俊,薛涛. 超高岩质边坡稳定性分析[J]. 金陵科技学院学报, 2011, 27(3) |
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| 作者姓名： | 沙俊 薛涛 |
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| 作者单位： | 金陵科技学院建筑工程学院,江苏南京,211169 |
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| 基金项目： | 华光潭梯水电站一级厂房后边坡多尺度变形监测系统开发研究(jit-x-201012) |
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| 摘 要： | 为了保证超高岩质边坡在施工过程中的安全稳定性,利用数值模拟方法对连云港港东疏港高速公路岩质边坡施工开挖过程中不同工况进行了模拟,并将得到的应力、位移变化与现场安全监测结果进行对比分析,从而对边坡的稳定性进行了可靠评价。
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| 关 键 词： | 岩质边坡 稳定分析 数值模拟 现场监测 |
The Stability Analysis of Super-high Rock Slope |
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| SHA Jun,XUE Tao. The Stability Analysis of Super-high Rock Slope[J]. Journal of Jinling Institute of Technology, 2011, 27(3) |
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| Authors: | SHA Jun XUE Tao |
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| Affiliation: | SHA Jun,XUE Tao(Jinling Institute of Technology,Nanjing 211169,China) |
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| Abstract: | The numerical simulation is adopted to assure the stability of super-high rock slope in the process of construction by simulating different conditions of cutting rock slope on one of the highways in Lianyungang.With comparative analysis of the results of stress,displacement and safety monitoring,the appraisement of the stability of rock slope is obtained. |
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| Keywords: | rocky slope stability analysis numerical simulation site monitoring |
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