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The study of reservoir bank collapse prediction by means of three- dimensional numerical simulation-The example of K92+332~765 Ya-Lu Expressway

机译:基于三维数值模拟的储层塌陷预测研究-以K92 + 332〜765鸭绿高速公路为例

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After analyzing the specialties of outwash deposits, by means of three-dimensional numerical simulation, the author studied the stability of the K92+332~765 roadbed slope in Ya-Lu expressway and measures for regulation. By this way, the deformation of the roadbed slope and the feasibility of preset measures for regulation were illustrated intuitionally and it was made out that the main destroying soil mass is relax, slightly dense and middle dense soil mass. All the above will provide valuable reference to the reinforcing.
机译:在对冲积物的特殊性进行分析的基础上,通过三维数值模拟,研究了鸭绿高速公路K92 + 332〜765路基边坡的稳定性及整治措施。通过这种方式,直观地说明了路基边坡的变形和采取预先设定的调节措施的可行性,并指出主要破坏土体是松弛的,稍致密的和中等致密的土体。以上所有内容都将为加固提供有价值的参考。

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