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高速公路路基岩溶顶板安全厚度确定方法
Determination Method of Safety Thickness of Karst Cave Roofs Under Freeway Subgrade
【摘要】 介绍了岩溶顶板安全厚度的常规确定方法及其适用条件。基于随机介质理论,推导了岩溶坍塌引起的地表及岩层的移动和变形计算公式。根据地表变形保护等级的要求,以变形控制提出了高速公路路基岩溶顶板安全厚度确定方法。基本岩移参数能够直接利用监测的变形资料进行反分析求得,能综合反映整套地层性状对地表移动的影响。该方法不仅可用于评价公路下伏岩溶对路基的稳定性影响,而且可预测出溶洞坍塌引起的地表变形,为高速公路的路基设计提供依据。
【Abstract】 Common determination methods of safety thickness of karst cave roofs are introduced.Based on the stochastic medium,formula for the movement and deformation of rock mass induced by karst cave collapse are derived.According the protection level of ground deformation,determination method of safety thickness of karst cave roofs under freeway subgrade is put forward by deformation control.Basic rock movement parameters can be get through measurement data by back analysis,which can reflect the influence on the ground movement by the characters of strata.The method not only can be used to estimate the influence on freeway subgrade safety by karst caves,but also can be used to predict ground deformation induced by karst cave collapse,which is useful for freeway subgrade design.
【Key words】 deformation failure criterion; stochastic medium; ground movement; karst cave roof;
- 【文献出处】 公路工程 ,Highway Engineering , 编辑部邮箱 ,2009年03期
- 【分类号】U416.1
- 【被引频次】24
- 【下载频次】272