Experimental Study on the Deep and Thick Soft Ground Treated withPrefabricated Vertical Drains Combination with Heaped -Preloading
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摘要: 以广珠准高速铁路软土路堤试验塑料排水板堆载预压法处理深厚软基的测试结果为基础,对用该方法处理深厚软基的沉降、孔隙水压力、土压力、土工格栅受力及深层水平位移等方面的变化规律进行了分析。Abstract: Taking the results of the test on the soft ground treated with prefabricated vertical drains on the Guangzhou Zhuhai Qusai High speed Railway for example,a series of problems about the deep and thick soft ground are analyzed,such as the change of the settlement of the soft ground,pore water pressure,soil pressure,deformation of the geogrid,horizontal displacement in the deep soil.
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