土工基础 ›› 2020, Vol. 34 ›› Issue (1): 53-56.

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深基坑施工技术应用

廖坤阳   

  1. (福建林业职业技术学院,福建南平 353000)
  • 收稿日期:2019-05-28 修回日期:2019-06-11 出版日期:2020-04-20 发布日期:2020-04-20
  • 作者简介:廖坤阳(1983-),男,讲师,在职研究生,研究方向为建设工程施工与管理。

An Application of Deep Excavation Method

LIAO Kunyang   

  1. (Fujian Forestry Vocational Technical College, Nanping 353000)
  • Received:2019-05-28 Revised:2019-06-11 Online:2020-04-20 Published:2020-04-20

摘要: 介绍了深基坑施工的主要特点,总结了常见的深基坑支护形式:放坡开挖、土钉墙、排桩支护、地下连续墙、内支撑支护、拉锚式支护结构以及复合支挡结构。归纳总结了顺作法和逆作法的施工特点,对逆作法的施工注意事项提出了建议。结合现场实例,对某工程的基坑开挖进行了数值计算分析,给出了地下连续墙的变形和沉降曲线,得到了连续墙的最大变形和最大沉降位置。

关键词: 深基坑, 顺作法, 逆作法, 数值计算

Abstract: With the development of urban construction, there are more and more underground projects being developed. The main characteristics of deep excavation are introduced systematically in this paper. The conventional deep excavation supporting systems are summarized: sloped excavation, soil nailing wall method, sheet pile support, diaphragm wall, inner support, anchored soldier pile support structure and composite retaining structure. The conventional bottomup construction method and the topdown construction method are the main construction techniques in the construction of deep excavation. The construction characteristics of the bottomup construction method and the topdown construction method in the deep excavation are summarized. The constructionsuggestions for the topdown construction method are provided for other similar projects. A case history of the deep excavation was introduced in this paper. The deformation and settlement curves of the diaphragm wall are analyzed, and the maximum deformation position and maximum settlement position of the diaphragm wall are determined.

Key words: eep Excavation, Bottom-Up Construction, Top-Down Construction, Numerical Analysis

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