深基坑冻结排桩支护变形性状分析  

Deformed properties analysis and research on deep foundation pit supported by frozen soil and piles

作　　者：黄建华[1] 徐伟[2] 

机构地区：[1]福建工程学院土木工程系,福建福州350007 [2]同济大学建筑工程系,上海200092

出　　处：《福建工程学院学报》2005年第3期226-231,共6页Journal of Fujian University of Technology

基　　金：教育部博士点基金资助项目(2000024712)

摘　　要：分析冻结围护技术应用历史和现状,解析、推导其变形方程,并以工程实例为原型,探讨其变形性状特征等,以表明此技术的可靠性和优越性。<Abstrcat> The history and status of exterior-protected construction freezing technique application are analyzed, the deformation equation of which is resolved. The deformation characteristics of the structure are explored in terms of an engineering example with an aim to demonstrate the reliability and superiority of the technigue.

关 键 词：深基坑 冻结法 围护结构 变形性状分析 

分 类 号：TU943[建筑科学—建筑技术科学]