摘要
结合某主厂区主装置区场地地基处理试验施工工程,针对其场地区上部素填土、淤泥质黏土、下部粉细砂的地基条件,对采用轻型井点降水联合强夯法消除砂土液化进行了试验分析研究。根据试验施工检测结果,验证了各土层的加固效果,从而说明轻型井点降水联合强夯法消除砂土液化行之有效。
According to the main device of a main plant site ground treatment testing project,considering the ground conditions of the upper filling soil,the muddy clay,and the lower fine sand on the site,study on the elimination of liquefaction of sand using the light well-point dewatering combining with dynamic consolidation method.Base on the result of the test construction,verify the effectiveness of the various layers of the reinforcement,using the light well-point dewatering combining with dynamic consolidation method to eliminate the liquefaction of sand is useful.
出处
《山西建筑》
2009年第33期112-113,共2页
Shanxi Architecture
关键词
轻型井点降水
强夯
砂土液化
施工参数
light well-point dewatering
dynamic consolidation
liquefaction of sand
construction parameters
