摘要
Abstract
There formed stress dif erences of large area s within the foundation about the overal design of multi tower building foundation. In this paper, the control of the overal set lement, deformation coordination and overal tilt deform-ation indexes, meet the requirements and the use of standard. Col ect the set lement observation data of the adjacent buil-dings, through reasonable arrangement of piles, set lement and post pouring belt was set to solve problems.关键词
大底盘/塔楼/桩基础/沉降后浇带Key words
large chassis/building tower/pile foundation/se-t lement of post pouring belt
