摘要
首先,简要介绍了上海光源工程基础微变形控制的设计难点;其次,提出并研究了进一步减少桩基变形的技术措施与改进桩基变形计算方法相结合的微变形控制技术;最后,将现场监测结果与和本文改进计算方法得到的结果进行了对比,二者吻合较好,且现场监测结果满足了极为严格的控制要求。
Firstly,the design difficulties of differential-settlement control for the foundation of SSRF are described.Secondly,the technology of differential-settlement control with combination of technical measures of reducing settlement for pile foundation and modified settlement calculation method for pile foundation are proposed and studied.Finally,it is demonstrated that the results obtained by the proposed method agree with the measured ones of SSRF,and the measured results meet the strict design criteria for the pile foundation of SSRF.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2010年第S2期267-270,共4页
Chinese Journal of Geotechnical Engineering
关键词
软土地基
精密装置
差异沉降控制
技术措施
改进方法
soft foundation
sensitive facility
differential-settlement control
technical measure
modified method