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端承桩荷载传递与阻力分析试验研究

Testing Research of Load Transfer and Skin Friction Analysis of End-bearing Pile

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【作者】 尹起亮彭倞任红云

【Author】 YIN Qi-liang,PENG Jing,REN Hong-yun(1 Shandong Survey and Design Institute of Water Conservancy,Jinan 250013,China;2 China Huashui Hydropower Development General Company,Jinan 250013,China;3 Shandong University,Jinan 250061,China)

【机构】 山东省水利勘测设计院中国华水水电开发总公司山东大学 山东济南250013山东济南250013山东济南250061

【摘要】 为了验证单桩承载能力,了解桩周和桩端阻力,采用钻孔灌注端承桩进行荷载和应变测试,并采用循环荷载方法,进行了端承桩荷载传递与阻力分析试验。根据静载试验和阻力测试结果,并依据地层剖面,分别求得单桩容许承载力、轴向力的分布、桩周岩土阻力和桩端岩基阻力,同时对如何考虑桩周阻力和利用桩端地基强度,提出了建议。

【Abstract】 In order to proof bearing capacity of single pile and find out friction resistance around pile and pile base resistance,the load transfer and resistance analysis test of end-bearing pile are taken by using the load and strain test of drilling hole perfusion end-bearing pile and the cyclic loading method.According to the results of static load experiment and resistance test and the stratum section,the single pile allowable bearing capacity,the distribution of axial force,soil resistance around pile and pile base resistance are calculated.At the same time,some opinions about how to consider friction resistance around pile and use pile base strength are suggested.

  • 【文献出处】 山东冶金 ,Shandong Metallurgy , 编辑部邮箱 ,2006年04期
  • 【分类号】TU473.1
  • 【被引频次】1
  • 【下载频次】94
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