摘要
研究了烟台市金建大厦基坑支护理论计算方法 .传统的经典理论不能计算结构与土体的变形 ,而弹性支点法只能计算结构内力与变形 ,对土体强度问题考虑不足 ,无法直接确定桩的入土深度等问题 .本文同时采用了静力平衡法与弹性支点法理论 ,两种方法的结合使用 ,为该基坑工程的支护设计提供可靠的理论依据 .
The methods of theoretical calculation of the foundation pit supporting of Jinjian tall building in Yantai city are studied in the thesis. The traditional theory can not calculate the deformation of structure and soil mass, but the elastic supporting method can only calculate innternal force and deformation of structure, it is short of the problem of soil mass intensity, and some problems, such as the patching depth the piles, can not determined directly. The theory of static equilibrium and elastic supporting methods are adopted at the same time in the thesis, based on the two methods, it's offered reliable theoretical foundation for the supporting design of foundation pit.
出处
《烟台大学学报（自然科学与工程版）》
CAS
2001年第3期230-234,共5页
Journal of Yantai University(Natural Science and Engineering Edition)
关键词
深基坑
基坑支护
静力平衡法
弹性支点法
deep foundation pit
supporting of foundation pit
static equilibrium method
elastic supporting method.
