摘要
通过对某高层框架结构复合地基工程设计实例,讨论了基于等效天然地基理论的多桩型复合地基承载力和沉降计算方法。计算的复合地基承载力和变形量与实测结果相吻合,满足工程精确度要求,可应用于同类型工程设计。
Through designed a high-rise frame structure with composite foundation,bearing capacity and settlement calculation methods of multi-type-pile composite foundation based on theory of equivalent natural foundation are discussed.The calculation of composite foundation bearing capacity and settlement coincide with the measured results,meets the engineering accuracy requirements,this method can be applied to the same type of engineering design.
出处
《山东农业大学学报（自然科学版）》
CSCD
北大核心
2010年第1期146-150,共5页
Journal of Shandong Agricultural University：Natural Science Edition
基金
国家自然科学基金项目(59974015)
关键词
等效天然地基
承载力
沉降
工程应用
Equivalent natural foundation
bearing capacity
settlement
engineering application
