摘要
文中以某高速公路服务区填土工程为工程背景,对强夯法加固填土进行了数值模拟;在此基础上模拟分析了单击夯击能、填土高度以及夯击点位置等对填土强夯效果的影响;提出了强夯法加固填土的一些适用条件与施工参数,为类似工程提供了参考。
In this paper,Taking the expressway service area as the background,A three dimensional mathematical model of high fill soil is established.Based on the mathematical model,Analyses are made of the influence of single rammed energy,fill soil height and distance from hammer center to the edge of fill soil on the effect of dynamic compaction method.The conditions of application and construction parameters presented in this paper offered reference for the similar projects.
出处
《物流工程与管理》
2011年第9期116-118,共3页
Logistics Engineering and Management
关键词
强夯法
填土
单击夯沉量
dynamic consolidation method
fill soil
depth of pit
