土的性质和基坑活载对拉锚式支护结构的影响  

The affection of the nature of soil and the live load of foundation to pulling and arching supporting structure

作　　者：朱运华[1] 张素华[2] 

机构地区：[1]河南理工大学安全科学与工程学院 [2]河南理工大学

出　　处：《山西建筑》2007年第11期113-114,共2页Shanxi Architecture

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.

关 键 词：数值模拟 水平位移 拉锚式支护结构 标准模型 

分 类 号：TU751.6[建筑科学—建筑技术科学]