复合型土钉墙支护与土钉墙的变形比较  

Deformation Compare between Compound Soil-nail Wall and Normal Soil-nail Wall

作　　者：陈利洲[1] 庄平辉[1] 何之民[2] 

机构地区：[1]福建省建筑科学研究院,福建福州350002 [2]同济大学,上海200092

出　　处：《施工技术》2001年第1期26-28,共3页Construction Technology

摘　　要：为探讨由搅拌桩和土钉墙构成的复合型土钉墙的工作性能 ,本文就上海地区的 2个工程实例 ,针对它们之间不同的变形曲线从理论上进行了分析 ,并给出相应的计算模型。The working and operation theory of compound soil nail wall, which is made of mixing piles and normal soil nail wall, changes very much compared with that of normal soil nail wall. In this article, authors theoretically analyze their different deformation curves and give out relevant computation models.

关 键 词：土钉墙 搅拌桩 基坑支护 土锚杆 变形 

分 类 号：TU753.1[建筑科学—建筑技术科学]