詹松, 汤连生, 杨文甫. 2006: 广东高速公路路堑边坡失稳原因与防治分析. 工程地质学报, 14(2): 184-189.
    引用本文: 詹松, 汤连生, 杨文甫. 2006: 广东高速公路路堑边坡失稳原因与防治分析. 工程地质学报, 14(2): 184-189.
    ZHAN Song, TANG Liansheng, YANG Wenfu. 2006: CAUSES AND PREVENTIVE MEASURES OF CUT SLOPE FAILURES ON EXPRESSWAYS IN GUANGDONG PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 14(2): 184-189.
    Citation: ZHAN Song, TANG Liansheng, YANG Wenfu. 2006: CAUSES AND PREVENTIVE MEASURES OF CUT SLOPE FAILURES ON EXPRESSWAYS IN GUANGDONG PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 14(2): 184-189.

    广东高速公路路堑边坡失稳原因与防治分析

    CAUSES AND PREVENTIVE MEASURES OF CUT SLOPE FAILURES ON EXPRESSWAYS IN GUANGDONG PROVINCE

    • 摘要: 通过大量实际工程实例的综合分析研究,论证了近年来广东高速公路路堑边坡失稳的主要原因、防治设计理念、治理程序、边坡监测和应急措施,认为在水及气候条件、地层岩性、地质构造、人工活动等方面的存在不利因素。由此,提出了由地质测绘、工程地质勘察、稳定性综合分析、方案设计、施工图设计组成的五阶段,并通过实例分析了路堑边坡的防治设计措施。

       

      Abstract: Through comprehensive study on a large amount of engineering examples,the primary failure causes of Guangdong expressway cut slopes in recent years,the concept of landslip prevention designing,slope treatment program,slope monitoring and slope emergency treatment measures are investigated. The investigation revealed that the instabilities of cut slopes are due to the adverse conditions in water and climate,strata,lithology,geology structure, human activities or engineering activities,etc..Therefore,a five-stage dynamic designing method is put forward,which consists of geologic mapping,engineering geological investigation,comprehensive analyses of slope stability,schematic designing,and detailed construction drawing designing.Finally,an actual case of slope stabilization is used to illustrate the dynamic designing method.

       

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