摘要
南京华荣大厦深基坑施工剖析严文玲，路万寿（南京华厦实业公司，南京２１０００５）１工程概论南京华荣大厦位于南京新街口繁华地段，该大厦总建筑面积４２７００ｍ２，主楼平面呈风车叶轮形，±０．００以上３０层，建筑总高度９９ｍ，±０．００以下为一层箱基和一层半...
The construcdon of deep foundation pit Nanjing Huarong Great Building is introduced.The function of underground deep layer pouring-back for controlling surrounding settlement isdissected. Through the use of deep mixing pile in deep foundation pit support, it is revealled thatconducted support pile is dependable.
出处
《东南大学学报（自然科学版）》
EI
CAS
CSCD
1994年第3期123-126,共4页
Journal of Southeast University：Natural Science Edition
关键词
建筑工程
高层建筑
基坑施工
measurement
settlement
deep precipitation
support / layer pouring-back
deep foundation pit
