摘要
在软土地区,采用天然地基的建筑物经常由于建筑物荷载偏心或地基土不均匀造成倾斜,论述了锚杆静压桩结合掏土方法纠偏原理,并结合纠偏工程实例给出了锚杆静压桩的定量计算方法。
In soft soil region,buildings with natural foundation often slant as a result of build ing load deviation and foundation soil defoumation.In this paper,the slant recification prin-ciples of the method of anchor static pressure pile with digging out soil is described.Based on pracitcal slant rectification example,the quantitative calculation method of anchor static pressure is pre sen ted.
出处
《住宅科技》
2002年第9期16-17,20,共3页
Housing Science
关键词
锚杆静压桩
倾斜
纠偏
荷载
slant
deviation rectification
anchor static pressure pile