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单桩与带承台单桩承载性能的对比试验
引用本文:罗少锋,杨文星.单桩与带承台单桩承载性能的对比试验[J].水利与建筑工程学报,2012,10(1):120-123,126.
作者姓名:罗少锋  杨文星
作者单位:1. 西安建筑科技大学土木工程学院,陕西西安,710055
2. 西安科技大学建筑与土木工程学院,陕西西安,710054
基金项目:国家自然科学基金资助项目
摘    要:为研究单桩和带承台单桩承载性能的差异,对单桩和带承台单桩进行了静载试验对比,试验结果表明,在刚性承台的作用下,带承台单桩桩身上部轴力的衰减较慢,产生了侧阻的削弱效应,摩阻力-位移关系曲线出现软化现象,但桩端阻力的发挥得到了增强;在相同桩顶荷载下,带承台单桩中桩顶的沉降量较单桩的桩顶沉降量大。

关 键 词:单桩  带承台单桩  静载试验

Comparative Testing between Single Pile and Single Pile with Cap
LUO Shao-feng,YANG Wen-xing.Comparative Testing between Single Pile and Single Pile with Cap[J].Journal of Water Resources Architectural Engineering,2012,10(1):120-123,126.
Authors:LUO Shao-feng  YANG Wen-xing
Affiliation:1.College of Civil Engineering,Xi’an University of Architechure and Technology,Xi’an,Shaanxi 710055,China;2.College of Architecture and Civil Engineering,Xi’an University of Science and Technology,Xi’an,Shaanxi 710054,China)
Abstract:The static load tests of single pile and single pile with cap are conducted,the results show that the rigid cap makes the axial force decrease slowly,cut the frictional resistance and soften the transfer function at the upper pile,but makes the end-bearing increase.At the same load on the top of pile,the displacement on the top of the single pile with cap is larger than the one of the sigle pile.
Keywords:single pile  single pile with cap  static load test
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