城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
26期
131-131
,共1页
花岗岩残积土%嵌固深度%基坑内降水
花崗巖殘積土%嵌固深度%基坑內降水
화강암잔적토%감고심도%기갱내강수
granite residual soil%embedded depth%foundation pit dewatering
本文通过对一较空旷地带深基坑工程采用加长围护结构嵌固深度及采用基坑内降水的方法防止花岗岩残积土软化崩解进行了分析研究，探讨了在深厚花岗岩残积土进行设计施工防止残积土软化的方法。
本文通過對一較空曠地帶深基坑工程採用加長圍護結構嵌固深度及採用基坑內降水的方法防止花崗巖殘積土軟化崩解進行瞭分析研究，探討瞭在深厚花崗巖殘積土進行設計施工防止殘積土軟化的方法。
본문통과대일교공광지대심기갱공정채용가장위호결구감고심도급채용기갱내강수적방법방지화강암잔적토연화붕해진행료분석연구，탐토료재심후화강암잔적토진행설계시공방지잔적토연화적방법。
This paper analyzed the project of foundation pit in an open area in which builders lengthened the enclosure st- ructure to embed the depth and applied methods of foundation pit dewatering to prevent the softening and disintegration of the granite residual soil. The author also discussed the method of preventing the softening of residual soil in the design and construction in the deep granite residual soil.
