沉井和根式沉井水平承载特性研究

黄挺; 付守印

doi:10.13204/j.gyjz201004019

沉井和根式沉井水平承载特性研究

doi: 10.13204/j.gyjz201004019

黄挺,
付守印

1.
东南大学土木工程学院,南京 210096

详细信息

作者简介:
黄挺，男，1983年出生，博士研究生。E－mail:codehot@qq.com

中图分类号: TU470
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- 文章访问数: 95
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- 被引次数: 0
出版历程
- 收稿日期: 2009-10-08
- 刊出日期: 2010-04-20

STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON

1.
College of Civil Engineering,Southeast University,Nanjing 210096,China

摘要

摘要: 通过水平静载荷试验，对沉井和根式沉井的水平承载性能进行分析研究。试验采用单向单循环水平维持荷载法，对一个纯试验用沉井进行加载，试验完成后在沉井壁预留孔顶入根键，然后再进行根式沉井的水平承载试验。试验得到了沉井基础及根式沉井基础的水平承载力、沉井的变形、井身弯矩等成果。试验结果表明：根式沉井基础较普通沉井基础，水平极限承载力提高近60%；在水平荷载较小时，根键对承载性能的提高不明显，但随荷载增大，其提高越来越明显。
- 沉井基础 /
- 根式沉井基础 /
- 现场试验 /
- 水平荷载 /
- 极限承载力
Abstract: According to the field test of caisson and rootstalk caisson under lateral static load,the behaviors of caisson and rootstalk foundation under lateral load are studied. At first,the caisson was loaded by the single cycle load holding method in the test. Then,the caisson was fitted on rootstalks and tested. The horizontal bearing capacities of the caisson and the rootstalk caisson were measured,and the deformation and caisson bending moment were obtained. The results of the experiment indicate that horizontal bearing capacity of the rootstalk caisson increased by nearly 60 percent. The effect of rootstalk is obvious when the horizontal force is great.
- caisson foundation /
- rootstalk caisson foundation /
- field test /
- lateral load /
- ultimate bearing capacity

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参考文献(7)

[2] 吴恒立. 计算推力桩的综合刚度原理和双参数法[M]. 北京:人民交通出版社,1990.

段良策,殷奇. 沉井设计与施工[M]. 上海:同济大学出版社,2006.

[3] 叶万灵,时蓓玲. 桩的水平承载力实用非线性计算方法NL法[J]. 岩土力学,2000,21(2) :97-101.

[4] Zhang L M,Mcvay M C,Han S J,et al. Effects of Dead Loads on the Lateral Response of Battered Pile Groups [J]. Canadian Geotechnical Journal,2002,39: 561-575.

[5] 韩理安. 水平承载桩的计算[M]. 长沙: 中南大学出版社,2004.

[6] JTJ 0412000 公路桥涵施工技术规范[S].

[7] 《桩基工程手册》编写委员会. 桩基工程手册[M]. 北京:中国建筑工业出版社,1995.

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