摘要
以某烂尾基坑设计与施工为例,利用烂尾坑原有的支护体系,采用排桩式连续墙加预应力锚索的支护结构,局部放坡,对原烂尾坑进行加固,施工表明采用这种措施是可行的,可供同行借鉴使用。
Taking the design and construction of some incomplete foundation pit as the example,the paper adopts the support structure with the pile rows diaphragm walls and the prestressed anchor cable,consolidates the former incomplete foundation pit with the partial step-slope,and proves by the construction that the measure is feasible,so as to provide the reference to the peers.
出处
《山西建筑》
2012年第16期67-69,共3页
Shanxi Architecture
关键词
烂尾坑
深基坑
排桩连续墙
锚索
incomplete foundation pit
deep foundation pit
pile rows
anchor cable
