摘要
一幢高楼要加层，用锚杆静压桩加固地基，效果良好，事后测得的沉降与沉降差分别为８．７ｍｍ及２ｍｍ。
The application of anchored static press-in pile for foundation improvement of a high rise building is very successful. The measured valoes of settlement and differential setllement of the bulding are 8.7mm and 2. 0mm respectively;
出处
《土工基础》
1996年第2期47-48,共2页
Soil Engineering and Foundation
关键词
地基处理
锚固
静压桩
沉降
Foundation improvement: Anchorage
Static press-in pile
