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。
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.
出处
《辽宁省交通高等专科学校学报》
2007年第4期6-8,共3页
Journal of Liaoning Provincial College of Communications
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
plastic draining water board
surcharge precompression
soft ground
highway
deep horizontal displacement
coefficient of consolidation
pore water pressure
