Experimental analysis of bearing capacity of cast-in-place tubular pile

ZHU Xiang-rong; ZHU Ming-shuang; WANG Jin-chang

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Experimental analysis of bearing capacity of cast-in-place tubular pile

更新时间：2026-06-25

- Experimental analysis of bearing capacity of cast-in-place tubular pile
- Vol. 27, Issue 10期　刊出日, (2006)
- 作者机构：
  
  浙江大学岩土工程研究所,杭州,310027
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473
- Online First：29 November 2013，
  
  Published：2006
- 稿件说明：
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ZHU Xiang-rong, ZHU Ming-shuang, WANG Jin-chang. Experimental analysis of bearing capacity of cast-in-place tubular pile[J]. 2006, 27(10期　刊出日).
DOI：

ZHU Xiang-rong, ZHU Ming-shuang, WANG Jin-chang. Experimental analysis of bearing capacity of cast-in-place tubular pile[J]. 2006, 27(10期　刊出日). DOI：

摘要

介绍了现浇薄壁筒桩技术，并以实测资料为基础分析了单桩及复合地基受力特性。现场试验研究表明，沉管灌注筒桩竖向承载性能好，同时由于大直径所产生的薄壳效应能够提供较大横向抗力，筒桩复合地基在沉降和承载方面均能够很好的满足工程需要，更具有质量可靠，造价低廉等优点。

Abstract

Cast-in-place tubular pile technology is introduced. Based on the in-situ test data

the engineering property of single pile and composite foundation are specially analyzed. It is found that the cast-in-place tubular pile gives prominence to its vertical bearing capacity. At the same time

the pile can have large diameter which induced thin-shell effect that enable the pile with high horizontal resistance. Finally

the tubular composite pile foundation test indicates that it not only well meet engineering requirement in settlement and bearing capacity

but also has the advantages of good quality

low cost etc..

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Related Author

ZHU Xiang-rong

ZHU Ming-shuang

WANG Jin-chang

JU Yu-wen

LIANG Ren-wang

ZHAO Ming-wei

BAI Xiao-hong

LIU Han-long

Related Institution

浙江大学岩土工程研究所

Department of Civil Engineering, Taiyuan University of Technology

College of Management Science and Engineering, Shanxi University of Finance and Economics

Research Institute of Geotechnical Engineering, Hohai University

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

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