黄土基坑复合型土钉支护计算和施工分析  

Calculation and project analysis on the compound soil nail wall of loess excavation

作　　者：宋书[1] 

机构地区：[1]青海大学

出　　处：《山西建筑》2010年第5期110-112,共3页Shanxi Architecture

摘　　要：由于黄土具有与其他基坑不同的特性,结合案例分析了黄土基坑复合土钉支护的工作原理和计算方法,提出了合理的有限元模型,并将计算结果与工程实测数据进行了对比分析,以推广土钉支护技术在工程中的应用。According to the unique feature of the loess, the working principle and calculation method of the loess excavation compound soil nail wall is analyzed combined with the example, thus proposes the reasonable finite element model, and makes the contrast and analysis between the calculation result and measured data of project, in order to promote the application of soil nail wall technology in the project.

关 键 词：黄土基坑 复合土钉支护 有限元分析 

分 类 号：TU46[建筑科学—结构工程]