双排桩支护结构在超软土地基基坑中的应用

Cheng Junsheng, L. Shuzhuo, Mo Haihong
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摘要

以广州南沙地区的基坑为例,介绍了双排桩支护结构在超软土地基中的控制因素。介绍了超软土地基双排桩的设计和施工方案。实际施工效果表明,在超软土中采用双排桩支护结构是可行的,在软土地区采用搅拌桩加固基坑是必要的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Retaining Structures with Double-Row Piles used in Super Soft Soil Foundation Pit
Foundation pit in Nansha Region, Guangzhou was adopted to introduce the control factors in super soft soil when using retaining structures with double-row piles. The design and construction plan of double-row piles used in super soft soil were introduced. The actual construction effect indicate the retaining structures with double-row piles is feasible in super soft soil, and improvement of foundation pit using mixing pile is necessary for soft soil region.
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