摘要
江苏沿海某电厂对场地饱和粉砂吹填土进行了多种浅地基处理试验,本文选择了其中的高真空击密法浅地基处理试验方法,通过对试验过程中场地的沉降和超孔隙水压力的监测成果,以及试验结束后吹填土复合地基的标准贯入试验、静力触探试验和静载荷试验检测成果的分析,研究了高真空击密应用于饱和粉砂吹填土地基处理时的加固机理,得出了一些有益的结论,为在类似场地中的应用提供了依据。
Based on the foundation treatment used in one dredger filled with silt electric power plant in Jiang Su province, make use of the field experiment to check the effect of the foundation treatment of high vacuum drubbing. Through the analysis of monitor data such as the settlement of the treatment ground and the exceed pore water pressure and the result of standard penetration test and static cone penetration and plate load test, research the mechanics of the HVDM when it used in the saturated dredger silt filled ground. This article get some useful conclusion from the research, and provide some help.
出处
《工程勘察》
CSCD
北大核心
2008年第S1期1-8,共8页
Geotechnical Investigation & Surveying
关键词
高真空击密
加固机理
检测与监测
high vacuum drubbing
mechanics of ground treatment
monitoring and checking
