| 确定基桩承载力的高应变实测曲线拟合法 |
| |
| 引用本文： | 王秉宇,崔建波,王士杰,孙东岭.确定基桩承载力的高应变实测曲线拟合法[J].河北农业大学学报,2012(5):109-114. |
| |
| 作者姓名： | 王秉宇 崔建波 王士杰 孙东岭 |
| |
| 作者单位： | 河北农业大学城乡建设学院;河北省建筑科学研究院;中勘冶金勘察设计研究院有限责任公司 |
| |
| 摘 要： | 采用高应变实测曲线拟合法确定基桩承载力及桩侧摩阻力的分布,通过基桩承载力动、静试验结果的对比,分析了高应变实测曲线拟合法的测试精度和可靠性,探究了高应变动测法确定基桩承载力的误差来源及因由,为合理确定桩基工程设计参数提供可靠保证。
|
| 关 键 词： | 实测曲线拟合法 基桩承载力 高应变动测 |
Determining the pile bearing capacity by the curve match method of high strain dynamic testing |
| |
| WANG Bing-yu,CUI Jian-Bo,WANG Shi-jie,SUN Dong-ling.Determining the pile bearing capacity by the curve match method of high strain dynamic testing[J].Journal of Agricultural University of Hebei,2012(5):109-114. |
| |
| Authors: | WANG Bing-yu CUI Jian-Bo WANG Shi-jie SUN Dong-ling |
| |
| Institution: | 1.College of Urban and Rural Construction,Agricultural University of Hebei,Baoding 071001,China; 2.Hebei Academy of Building Research,Shijiazhuang 050021,China;3.Metallurgical Survey and Design Institute Company of Limited Liability,Baoding 071069,China;) |
| |
| Abstract: | This essay will determine,the bearing capacity of the pile and shaft resistance by the curve match method of high strain dynamic testing.By the pile of bearing capacity of the contrast between the testing results of static loading and dynamic high strain,analyses the reliability and surveying precision of the curve match method and exdores the error sources and reason,which reasonably determine the pile foundation engineering of design parameters. |
| |
| Keywords: | the curve match method the pile of bearing capacity high strain testing |
| 本文献已被 CNKI 等数据库收录！ |
|
