高真空击密在粉砂吹填土浅地基处理中的应用  

作　　者：高学峰[1] 杨绪军[2] 

机构地区：[1]江苏大唐国际吕四港发电有限责任公司,南通226246 [2]华东电力设计院,上海200331

出　　处：《工程勘察》2008年第S1期1-8,共8页Geotechnical Investigation & Surveying

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.

关 键 词：高真空击密 加固机理 检测与监测 

分 类 号：TU472[建筑科学—结构工程]