首页 | 本学科首页   官方微博 | 高级检索  
     

桩承载力自平衡测试理论与实践
引用本文:龚维明,戴国亮,蒋永生,薛国亚.桩承载力自平衡测试理论与实践[J].建筑结构学报,2002,23(1):82-88.
作者姓名:龚维明  戴国亮  蒋永生  薛国亚
作者单位:东南大学土木工程学院,东南大学土木工程学院,东南大学土木工程学院,东南大学土木工程学院 江苏南京210096 ,江苏南京210096 ,江苏南京210096 ,江苏南京210096
基金项目:江苏省建委资助项目(苏建科1997—358)
摘    要:本文介绍了桩承载力自平衡测试方法的基本原理、试验装置及其相对于传统静载试桩法的特点;并根据工程实践经验对其关键技术———荷载箱埋设位置进行了归纳,以适应各种桩型和试桩试验要求;根据与传统静载试桩对比试验结果,提出了该法测试结果向传统静载试桩结果转换的经验转换法及精确转换法;最后介绍了该法在桥桩工程中(桩直径2.8m,极限承载力120000kN)的具体运用,显示了该法在大吨位、特殊试桩场地的桥桩中的应用前景。

关 键 词:荷载箱埋设  结果转换  桩承载力  自平衡法  
文章编号:1000-6869(2002)01-0082-07
收稿时间:2002-02-05
修稿时间:2001年4月1日

Theory and Practice of Self-balanced Loading Test for Pile Bearing Capacity
GONG Weiming,DAI Guoliang,JIANG Yongsheng,XUE Guoya.Theory and Practice of Self-balanced Loading Test for Pile Bearing Capacity[J].Journal of Building Structures,2002,23(1):82-88.
Authors:GONG Weiming  DAI Guoliang  JIANG Yongsheng  XUE Guoya
Affiliation:GONG Weiming,DAI Guoliang,JIANG Yongsheng,XUE Guoya(College of Civil Engineering,Southeast University,Nanjing,China)
Abstract:A new loading test, called self balanced loading test, including its principle and testing apparatus, as well as its peculiarities in comparison with the traditional static loading test, are introduced. The diverse positions of placing load cell within the pile are classified by actual engineering experience, which can be used respectively and conveniently for all kinds of piles. Empirical conversion and exact conversion methods from the results of self balanced method to the results of traditional loading tests are put forward. Finally, the application of the present method in bridge pile with a diameter of 2.8m and a bearing capacity of 120000kN is introduced.
Keywords:pile bearing capacity  self  balanced method  load cell position  results conversion  
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《建筑结构学报》浏览原始摘要信息
点击此处可从《建筑结构学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号