TRD工法等厚度型钢水泥土搅拌墙在上海深基坑工程中的应用  

Deep Excavation Support Using TRD Method

作　　者：黄炳德 

机构地区：[1]华东建筑设计研究总院地基基础与地下工程设计研究中心,上海200002

出　　处：《土工基础》2014年第3期62-66,共5页Soil Engineering and Foundation

基　　金：上海市科委平台建设项目(13DZ2251400);上海市建交委科研项目(建管2013-009-009);国家十二五科技支撑计划(2012BAJ01B02)

摘　　要：由TRD工法(trench cutting re-mixing deep wall method)构建的等厚度型钢水泥土搅拌墙作为一种新型的基坑围护结构,具有地层适用性广、墙体均质性好、受力和隔水性能可靠等特点。以上海乃至长三角地区首例采用TRD工法等厚度水泥土搅拌墙的奉贤中小企业大厦基坑工程为背景,详细介绍了由TRD工法构建的等厚度型钢水泥土搅拌墙支护的设计和工程实践。As a new supporting system for the deep excavation, the shaped steel reinforced soil cement wails formed by Trenr.＇ulting Remixing Deep Wall （TRD） Method have the characteristics of suitable for a wide range of soil conditions, uniform andbomogenous wall shape, and well mechanical and seepage cut off performance. This paper presents a case history of the firstinstallation of TRD wall in the Shanghai and even the deltaic area of Yangtze River in the support of the deep excavation forFengxian Small and Medium Enterprise （SME） Building. The technical details of the TRD method in the design and construclion practice are introduced.

关 键 词：深基坑 TRD工法 等厚度型钢水泥土搅拌墙 隔水帷幕 圆环支撑 

分 类 号：TU472[建筑科学—结构工程]