[1]黄辉.扩孔锚索在软土深基坑中的应用[J].福建工程学院学报,2016,14(04):307-310.[doi:10.3969/j.issn.1672-4348.2016.04.001]
　Huang Hui.Application of broaching anchor cable in deep excavation in soft clay[J].Journal of FuJian University of Technology,2016,14(04):307-310.[doi:10.3969/j.issn.1672-4348.2016.04.001]
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扩孔锚索在软土深基坑中的应用()
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《福建工程学院学报》[ISSN:2097-3853/CN:35-1351/Z]

卷:
第14卷
期数:
2016年04期
页码:
307-310
栏目:
出版日期:
2016-08-25

文章信息/Info

Title:
Application of broaching anchor cable in deep excavation in soft clay
作者:
黄辉
核工业华南工程勘察院厦门工程勘察分院
Author(s):
Huang Hui
South China Engineering Investigation Institute of the Nuclear Industry
关键词:
扩孔锚索;  深基坑;  软土
Keywords:
broaching anchor cable;  deep excavation;  soft clay
分类号:
TU46+3
DOI:
10.3969/j.issn.1672-4348.2016.04.001
文献标志码:
A
摘要:
通过对厦门软土中某深基坑支护实例分析，揭示在软土地区深基坑采用扩孔锚索取代排桩的内支撑，结合坡顶放坡或水泥土搅拌桩支护设计方案的可行性，探讨支护结构周边土体的变形和锚索拉力的发展特性，为今后类似的深基坑维护工程提供借鉴和经验。
Abstract:
A field case study of a deep excavation in soft clay in Xiamen city was conducted. A bore piles supporting system of the excavation was formed by broaching anchor cable rather than the interior support of row piles. Sloping and soil-cement mixing piles were combined as support in the deep excavation in soft clay. The deformation of the surrounding soil around the support system and the tensile force of the broaching anchor cable were discussed.

参考文献/References:

[1] 中华人民共和国住房和城乡建设部.建筑基坑支护技术规程:JGJ120-2012[S].北京：中国建筑工业出版社，2012.
[2] 福建省建设厅.建筑地基基础技术规范：DBJ13-07-2006[S].北京：中国建筑工业出版社.2006.
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[4] 龚晓南，高有潮.深基坑工程设计施工手册[M].北京：中国建筑工业出版社，1998.
[5] 中华人民共和国住房和城乡建设部.建筑基坑工程监测技术规范：GB50497-2009[S].北京：中国建筑工业出版社,2009.

更新日期/Last Update: 2016-08-25