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塑料排水板堆载预压处理深厚软基的试验研究
引用本文:王祥,周顺华,顾湘生.塑料排水板堆载预压处理深厚软基的试验研究[J].岩土工程技术,2004,18(4):172-176,186.
作者姓名:王祥  周顺华  顾湘生
作者单位:1. 同济大学,上海,200331;铁道第四勘察设计院,湖北,武汉,430063
2. 同济大学,上海,200331
3. 铁道第四勘察设计院,湖北,武汉,430063
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

关 键 词:塑料排水板  堆载预压  深厚软土地基  准高速铁路
文章编号:1007-2993(2004)04-0172-05
修稿时间:2004年5月26日

Experimental Study on the Deep and Thick Soft Ground Treated with Prefabricated Vertical Drains Combination with Heaped -Preloading
Wang Xiang,Zhou Shunhua Gu Xiangsheng.Experimental Study on the Deep and Thick Soft Ground Treated with Prefabricated Vertical Drains Combination with Heaped -Preloading[J].Geotechnical Engineering Technique,2004,18(4):172-176,186.
Authors:Wang Xiang  Zhou Shunhua Gu Xiangsheng
Institution:Wang Xiang 1 2 Zhou Shunhua 1Gu Xiangsheng 2
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.
Keywords:
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