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深厚软土场地基坑支护设计和施工的几点体会
引用本文:周小年.深厚软土场地基坑支护设计和施工的几点体会[J].福建建筑,2006(3):91-92.
作者姓名:周小年
作者单位:中建七局三公司,350003
摘    要:本文介绍在深厚软土场地的深层搅拌桩重力式挡土墙设计中,采用改变挡土墙截面形状,桩位布置和适当放坡等方法以适应不同软土地层分布和周边条件。

关 键 词:深厚软土场地  基坑支护  深层搅拌桩  重力式挡土墙  截面

Several Realization On The Design and The Construction Of Excavation Supporting For Deep Soft soil Location
Zhou Xiao Nian.Several Realization On The Design and The Construction Of Excavation Supporting For Deep Soft soil Location[J].Fujian Architecture & Construction,2006(3):91-92.
Authors:Zhou Xiao Nian
Abstract:This article introduces design of gravity type retaining wall applying cement deep mixing in deep soft soil location,using the change of retaining wall seetion shape,the pile position arrangement and suitable slope to be adapted to different depth soft stratum distributed and the peripheral condition.
Keywords:Deep soft ground Excavation Supporting Deep mixing pile Gravity type retaining Wall Section
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