| 苏州绕城高速公路K19滑坡的工程地质特征及治理 |
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| 引用本文： | 杨伟峰,夏筱红,崔新瑞.苏州绕城高速公路K19滑坡的工程地质特征及治理[J].山地学报,2005,23(5):585-588. |
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| 作者姓名： | 杨伟峰 夏筱红 崔新瑞 |
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| 作者单位： | 中国矿业大学资源与地球科学学院,江苏,徐州,221008 |
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| 摘 要： | 以苏州绕城高速公路K19滑坡工程为例，对滑坡工程地质条件及特征、滑坡成因和形成机制进行了研究。结果表明，该滑坡受地形地貌和物质结构条件控制，受人为工程切坡和降雨诱发而形成的。最后，在确定影响滑坡稳定的主要控制因素和失稳机理的基础上，分析和评价了不同工况条件下的稳定性，提出了进行滑坡防治的工程对策。
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| 关 键 词： | 滑坡 工程地质特征 失稳机理 治理 |
| 文章编号： | 1008-2786（2005）05-585-04 |
| 收稿时间： | 2005-04-11 |
| 修稿时间： | 2005-08-30 |
The Engineering Geological Characteristics and the Treatment of Landslide at K19 Section of Highway Around Suzhou |
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| YANG Weifeng,XIA Xiaohong,CUI Xinrui.The Engineering Geological Characteristics and the Treatment of Landslide at K19 Section of Highway Around Suzhou[J].Journal of Mountain Research,2005,23(5):585-588. |
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| Authors: | YANG Weifeng XIA Xiaohong CUI Xinrui |
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| Institution: | College of Mineral Resource and Gscience, China University of Mining Technology, Xuzhou 221008, China |
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| Abstract: | Based on study the landslide engineering of K19 section of highway around Suzhou, the engineering geological conditions and characteristics, cause and mechanism of the landslide are discussed. It shows that the landslide is controlled by landform and material-texture conditions, and induced by engineering excavation and precipitation. Eventually, based on the main control factors and sliding mechanism of the landslide, the slope stability is analyzed under different conditions. Some treatment ways are put forward to it. |
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| Keywords: | landslide engineering geological characteristic sliding mechanism treatment |
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