基坑工程不同支护形式下的设计与监测分析  

Design and Monitoring of the From of Foundation Pit Supporting

作　　者：李少和[1] 黄曼[2] 林群仙[1] 

机构地区：[1]浙江工业职业技术学院建筑工程分院,浙江绍兴312000 [2]绍兴文理学院土木工程学院,浙江绍兴312000

出　　处：《科技通报》2016年第3期153-156,共4页Bulletin of Science and Technology

基　　金：浙江省建设厅项目(2014Z132);2014年度浙江省高等学校访问工程师(2014165)

摘　　要：基坑工程在当今建筑工程中比较常见,而基坑支护的形式也是多种多样,各有优缺点和使用条件,本文通过对实际的某个基坑工程在相同的工程地质条件下使用SMW工法桩和钻孔灌注桩两种不同的支护形式,通过变形观测结果,对比分析两种支护形式的优缺点,得出一些结论。In today's construction of foundation pit engineering is very common, and the form of foundation pit supporting is also varied, each have advantages and disadvantages, and conditions of use, this article through to the actual one of foundation pit engineering in the same engineering geological conditions using SMW piles and bored piles of two different support forms, through the comparison between results of deformation observation analysis the advantages and disadvantages of two supporting forms, some of the conclusions are obtained.

关 键 词：SMW工法桩 钻孔灌注桩 地质条件 变形 

分 类 号：TU473[建筑科学—结构工程]