摘要
通过工程实例,对复合地基的静载试验数据、储罐充水恒压期的荷载-时间-沉降关系曲线的估算值及《桩基技术规范》(JGJ94-2008)给出的等效作用分层综合法计算出的地基最终沉降量与沉降观测结果作了分析比较;为刚性桩复合地基上储罐基础设计、施工提供借鉴。
In view of the engineering practice ,comparing the actual measurement settlement results with estimated value based on loading-time-settlement relationship curve on water filling constant pressure of the storage tank, final computation settlement using the equivalent layerwise summation method provided in ＂Technical Code for building Pile Foundations＂（JGJ94-2008）and static loading test data of composite foundation, the paper gives some suggestions for the design and construction on rigid pile composite foundation.
出处
《建筑技术开发》
2013年第12期12-14,60,共4页
Building Technology Development
关键词
刚性桩复合地基
钢储罐基础
沉降
rigid pile composite foundation
steel storage tanks base
settlement
