膨胀土路堤桩板式挡土墙离心模型试验研究
Subgrade Engineering(2010)
Abstract
通过玉蒙铁路膨胀土路堤桩板式挡土墙离心模型试验,就路堤加筋、不加筋两种工况,以及最优含水量及富水两种含水条件进行模拟测试。试验结果得出,弱膨胀土路基加筋的作用效果十分明显,使路基的变形得到了有效控制,满足了设计要求。弱膨胀土含水量的变化对路基的变形有明显影响。
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Key words
sheet-pile wall,expansive soil,reinforced,centrifugal model test
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