公路路基岩溶顶板安全厚度确定的数值流形方法研究
Studies on numerical manifold method for determination of safe thickness of karst roof in roadbed
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摘要: 利用数值流形方法具有两套分析网格即数学覆盖网格和物理覆盖网格,因而处理开挖模拟问题具有灵活性的特点,重点解决了数值流形分析的开挖模拟分析方法问题;然后引入强度折减技术,结合数值流形方法提出了公路路基岩溶顶板稳定性的评价方法。在此基础上,引进枚举优化分析法,通过分析岩溶顶板稳定性与岩溶埋深和溶洞几何形态等因素的关系,建立了公路路基岩溶顶板安全厚度确定的新方法;最后利用本文研究方法确定了某实际工程的岩溶顶板最小安全厚度,实践证明效果良好。Abstract: By introducing numerical manifold method with two sets of analytic grid, i.e., the net of mathematics and physics covers and making use of its maneuverability for disposing of the question of simulation of excavation, this paper emphatically solved numerical manifold method in simulation of excavation. Then, the evaluating method of the stability of karst roof in roadbed had been established by combining with strength reduction technique and numerical manifold method. On scuh a basis, the determination method for safe thickness of karst roof in roadbed was proposed by studying the relationship between karst roof stability and depth or geometry shape. The method was applied to a practical engineering project and had been proved successful.