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塑料排水板加固高速公路软土路基效果分析
引用本文:罗建彬,胡健,王亮. 塑料排水板加固高速公路软土路基效果分析[J]. 辽宁省交通高等专科学校学报, 2007, 9(4): 6-8
作者姓名:罗建彬  胡健  王亮
作者单位:长安大学,陕西西安,710064;辽宁省交通高等专科学校,辽宁沈阳,110122
摘    要:以河北沿海高速公路软土路基塑料排水板超载预压法处理深厚软基的试验结果为基础,对用该方法处理深厚软基的沉降、孔隙水压力、及深层水平位移的变化规律及固结系数进行了分析。

关 键 词:塑料排水板  超载预压  软土地基  高速公路  深层水平位移  孔隙水压力
文章编号:1008-3812(2007)04-006-03
收稿时间:2007-06-10
修稿时间:2007-06-10

Analysis of the Result Using Plastic Drain Boards to Consolidate Soft-soil Foundation on Expressway
Luo Jianbin,Hu Jian,Wang Liang. Analysis of the Result Using Plastic Drain Boards to Consolidate Soft-soil Foundation on Expressway[J]. Journal of Liaoning Provincial College of Communications, 2007, 9(4): 6-8
Authors:Luo Jianbin  Hu Jian  Wang Liang
Affiliation:Luo Jianbin~1 Hu Jian~1 Wang Liang~2
Abstract:Taking the results of the test on the soft ground treated with plastic draining water board on the Hebei coast highway soft soil embankment for example.A series of problems about the deep and thick ground are analyzed,such as the subsidence of the soft ground,the pore water pressure,the horizontal displacement in the deep soil and the coefficient of consolidation.
Keywords:plastic draining water board  surcharse precompression  soft ground  highway  deep horizontal displacement  coefficient of consolidation  pore water pressure
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