首页 | 本学科首页   官方微博 | 高级检索  
     检索      

瞬态面波预测单桩承载力模型研究
引用本文:武炜,张献民,杨进,曹金凤.瞬态面波预测单桩承载力模型研究[J].物探与化探,2004,28(1):88-91.
作者姓名:武炜  张献民  杨进  曹金凤
作者单位:1. 中国地质大学,地球物理与信息技术学院,北京,100083
2. 河北工业大学,土建学院,天津,300132
3. 中国矿业大学,力学与建筑工程学院,北京,100083
摘    要:总结了现有单桩竖向承载力检测技术存在的一些问题,结合实例提出了一种预测单桩承载力的间接方法———瞬态面波法。剪切波速与标贯击数之间也存在着相关关系,通过标贯击数建立起剪切波速与桩侧摩阻力及桩端阻力的相关模型,应用瞬态面波测试技术可快速检测桩周土剪切波速,确定单桩承载力。

关 键 词:瞬态面波  预测  单桩承载力  桩端阻力  桩侧摩阻力
文章编号:1000-8918(2004)01-0088-04
收稿时间:2003-04-09

THE APPLICATION OF SURFACE WAVE TEST TECHNIQUE TO ESTIMATING THE BEARING CAPACITY OF PILE
WU Wei,ZHANG Xian-min,YANG Jin,CAO Jin-feng.THE APPLICATION OF SURFACE WAVE TEST TECHNIQUE TO ESTIMATING THE BEARING CAPACITY OF PILE[J].Geophysical and Geochemical Exploration,2004,28(1):88-91.
Authors:WU Wei  ZHANG Xian-min  YANG Jin  CAO Jin-feng
Institution:WU Wei~1,ZHANG Xian-min~2,YANG Jin~1,CAO Jin-feng~3
Abstract:The method for determining the load bearing capacity of pile is summarized and the basic principle of the transient surface wave test technique is described in this paper. The application of this technique to estimating the bearing capacity of pile, in particular, is presented with a practical example. The standard penetration test blow count (N63.5) related to the shear wave velocity could be used to estimate the bearing capacity of pile. The correlation model of Vs with qsik and qpk was constructed through N63.5. The transient surface wave could be used to test the shear wave velocity of soil around the pile and estimate the bearing capacity of pile.
Keywords:transient surface wave  estimation  bearing capacity of single pile  tip resistance of piles  lateral friction of piles
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《物探与化探》浏览原始摘要信息
点击此处可从《物探与化探》下载免费的PDF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