摘要
山东某电厂输煤栈桥柱下C、D排基础座落在杂填土地基上,场地地下水位高,杂填土厚度大,成分复杂,地基条件差且施工场地十分狭窄。经多种方案论证,采用高压旋喷桩进行地基处理,取得了良好的效果。同时,获得了穿越大粒径建筑垃圾的成功经验。
Rank C and D foundation under the column of conveying gallery of a power plant in Shandong province located at miscellaneous fill.In this site,the groundwater level is high,the thickness of miscellaneous fill is large,the component part is complex,the condition of foundation is poor and the space of site is very narrow.After several schemes were discussed and compared,at last,the scheme of jet grouting pile was adopted.In the end,a good result was obtained,at the same time,lots of successful experiences of how to pass through large grain building waste were acquired.
出处
《电力勘测设计》
2002年第4期20-22,共3页
Electric Power Survey & Design
关键词
杂填土
高压旋喷桩
地基处理
miscellaneous fill
jet grouting pile
ground treatment
