韩红艳, 吴燕舞, 黑亮, 廖黎莉. 2012: 岩溶路基溶洞顶板稳定性分析. 工程地质学报, 20(6): 1078-1082.
    引用本文: 韩红艳, 吴燕舞, 黑亮, 廖黎莉. 2012: 岩溶路基溶洞顶板稳定性分析. 工程地质学报, 20(6): 1078-1082.
    HAN Hongyan, WU Yanwu, HEI Liang, LIAO Lili. 2012: STABILITY ANALYSIS OF KARST CAVE ROOF BENEATH HIGHWAY SUBGRADE. JOURNAL OF ENGINEERING GEOLOGY, 20(6): 1078-1082.
    Citation: HAN Hongyan, WU Yanwu, HEI Liang, LIAO Lili. 2012: STABILITY ANALYSIS OF KARST CAVE ROOF BENEATH HIGHWAY SUBGRADE. JOURNAL OF ENGINEERING GEOLOGY, 20(6): 1078-1082.

    岩溶路基溶洞顶板稳定性分析

    STABILITY ANALYSIS OF KARST CAVE ROOF BENEATH HIGHWAY SUBGRADE

    • 摘要: 可溶性碳酸盐岩类发生岩溶或岩溶现象是一种自然地质现象。我国的西南、华南地区地形地质条件复杂,岩溶地形分布相当广泛,给这些地区的公路建设带来许多困难。通过结构力学简化计算,半定量分析岩溶地区公路路基隐伏岩溶稳定性,得到稳定性和溶洞顶板、跨度、和覆盖层厚度之间的关系。并应用于乐广高速岩溶评价,能方便快速地分析溶洞顶板的稳定性。对我国岩溶地区的公路路基的稳定性分析评价,将具一定的借鉴和参考价值。

       

      Abstract: Soluble carbonate rocks in karst or karst phenomena is a natural geological phenomenon. In South Southwest of China, the geological conditions of terrain are complex, and distribution of karst terrain is widely observed. It is difficulty to build highway road in these areas. The mode is approximately simplified by structural mechanics to quantitatively calculate the stability of the highway embankment in karst areas. It gives the relationship of stability between cave roof, span, and cover depth. It is a certain model. It has some reference value for stability analysis and evaluation of highway embankment in the future.

       

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