期刊论文

中文

湖南工程学院学报(自然科学版)

1671-119X

2010

20

1

89-91

10.3969/j.issn.1671-119X.2010.01.025

(07Y001):中南林业科技大学引进***人才科研启动基金资助项目 (2008048B):中南林业科技大学青年基金资助项目

本校为第一机构

针对回填土较厚,且基坑边有采用洛阳铲桩基础的多层住宅楼的某深基坑工程,提出通过限制地面超载值和布置注浆花管对洛阳铲桩基础进行保护两项措施,选用桩锚支护方案对基坑进行围护.不需进行地基处理,且排桩悬臂段长达6 m,但计算分析和变形监测表明,基坑的变形和周边建筑物得到了很好的控制和保护.

. In this paper, pile-anchor supporting technology is applied to a deep foundation pit engineering. There are thicker backfills and a multi-story residence at the side of foundation pit. And some luoyangpiles are used for the multi-story residence. Restricting the loader of the ground and arranging two rows of perforated pipes for protecting the louyang-piles are proposed. Then the foundation soils are not necessarg to treal,and the cantilever of piles in row reaches 6 metres. Computation and deformation montoring indicated that the displacement and sedimentation of foundation pit are controll...