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单桩水平静载荷试验分析
引用本文:包松考,郑敬云.单桩水平静载荷试验分析[J].南阳理工学院学报,2012(2):46-48,57.
作者姓名:包松考  郑敬云
作者单位:温州市瓯江口开发建设投资集团有限公司;中海工程建设总局温州分局
摘    要:本文对某码头工程嵌岩混凝土灌注桩的水平静载试验资料进行了分析,重点通过水平静载试验,获得嵌岩混凝土灌注桩的水平承载力日和相应的桩顶水平位移Y的关系曲线,同时获得水平地基反力系数kN、最大弯矩值Mmax及离泥面深度ZM和地基水平反力系数随深度增长的比例系数m。试验所得的各项参数值都符合试验工程桩所在场区的地质情况,可供类似工程参考。

关 键 词:水平静载试验  桩基  水平地基反力系数  m值

ANALYSIS OF HORIZONTAL STATIC LOADING TEST ON SINGLE PILE
BAO Song-kao,ZHENG Jing-yun.ANALYSIS OF HORIZONTAL STATIC LOADING TEST ON SINGLE PILE[J].Journal of Nanyang Institute of Technology,2012(2):46-48,57.
Authors:BAO Song-kao  ZHENG Jing-yun
Institution:1.Wenzhou Oujiang Estuary Development and Construction Investment Group Ltd,Wenzhou 325000,China; 2.China Ocean Engineering Construction General Bureau Wenzhou Branch,Wenzhou 325000,China)
Abstract:Horizontal static loading test of a socketed cast-in-place concrete pile in a harbor engineering is analyzed in the paper, the relation between horizontal bearing capacity H and horizontal displacement of pile head y through Horizontal static loading test. At the same time, the coefficient of horizontal subgrade reaction kN , maximal moment M the depth from mud surface ZM and scale coefficient m with the increase of depth. The parameter values obtained through test accord with the geology of the site of the test pile and the results can be referred fro similar engineering.
Keywords:Horizontal static loading test  pile  coefficient of horizontal suhgrade reaction  value of m
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