摘要
以济南东南部的实际工程作为标准模型,利用有限差分法初步研究土的性质和基坑活荷载对拉锚式支护结构水平位移的影响规律,以提高基坑工程设计理论和指导工程实践。
It makes the practical project of the southeast of Ji＇ nan as the standard model, by using the finite difference methods it researches the affection of the nature of soil and the live load of fotmdation to pulling and arching supporting structure, to increase the design theory of fotmdation projects and guide the project practice.
出处
《山西建筑》
2007年第11期113-114,共2页
Shanxi Architecture
关键词
数值模拟
水平位移
拉锚式支护结构
标准模型
numerical simulation, horizontal displacement, pulling and arching supporting structure, the standard model
