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关于某酒店深基坑支护结构的应用研究
引用本文:李操. 关于某酒店深基坑支护结构的应用研究[J]. 四川建材, 2013, 0(5): 71-72,75
作者姓名:李操
作者单位:安徽理工大学,安徽 淮南,232001
摘    要:该工程场区地貌属古河道冲击平原区,地形起伏不大,原为厂房,经人工拆迁后推填,地面标高一般在10.00~11.00 m。本基坑周边环境复杂,综合场地的工程地质,水文地质条件及周围环境有保护要求,确定本基坑工程优选的支护结构为:钻孔灌注桩,三轴深层搅拌桩,地下连续墙。

关 键 词:支护结构  钻孔灌注桩  三轴深层搅拌桩  地下连续墙

On a hotel of retaining structure of deep foundation pit Application Research
LI Cao. On a hotel of retaining structure of deep foundation pit Application Research[J]. Sichuan Building Materials, 2013, 0(5): 71-72,75
Authors:LI Cao
Affiliation:LI Cao ( Anhui University of Science & Technology, Huainan 232001, China )
Abstract:The engineering field belongs to ancient river course alluvial plain terrain. The topography that former plant deforms a little and is artificially demolished before filling. The retaining structures scheme of foundation pit in complex environment, according to engineering geological, hydro geological condition and protecting environment, is Bored piles, Triaxial deep mixing pile and Diaphragm wall.
Keywords:Retaining Structures  Bored Piles  Triaxial Deep Mixing Pile  Diaphragm Wall
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