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鄂钢某工程桩基单桩竖向抗压静载试验分析
引用本文:周华林,王东华,黄涛.鄂钢某工程桩基单桩竖向抗压静载试验分析[J].山西建筑,2012,38(11):60-61.
作者姓名:周华林  王东华  黄涛
作者单位:1. 武汉理工大学资源与安全工程学院,湖北武汉,430070
2. 武汉钢铁集团鄂城钢铁有限责任公司工程管理部,湖北鄂州,436000
摘    要:以鄂钢干熄焦桩基工程为实例,采用堆载平台法,对3根钻孔灌注桩和1根预制管桩进行单桩竖向抗压静载试验,将得到的数据进行处理,作出各个试桩的Q—S,S—lgt曲线图,试验结果表明承载力满足设计要求。

关 键 词:钻孔灌注桩  预制管桩  静载试验  回弹率  抗压承载力特征值

On analysis of vertical compressive static loading experiments of single pile at pile foundation in some project in E’cheng Iron and Steel Plant
ZHOU Hua-lin,WANG Dong-hua,HUANG Tao.On analysis of vertical compressive static loading experiments of single pile at pile foundation in some project in E’cheng Iron and Steel Plant[J].Shanxi Architecture,2012,38(11):60-61.
Authors:ZHOU Hua-lin  WANG Dong-hua  HUANG Tao
Affiliation:1.College of Resources and Safe Engineering Wuhan University of Technology,Wuhan 430070,China; 2.Engineering Management Department of Wuhan Iro & Steel Group E’cheng Iron & Steel Co.,Ltd,E’zhou 436000,China)
Abstract:Taking the coke dry quenching pile in E’cheng Iron and Steel Plant as the example,the paper adopts the heaped load platform method and has the single pile vertical compressive static loading experiment on three bored piles and one precast tubular pile,undertakes the treatment on the data from the experiment,makes out the Q—S and S—lgt curve graphs of all the trial piles,undertakes the analysis of the data,and concludes that the single pile vertical compressive static loading eigenvalue of the trial pile.
Keywords:bored pile  precast pipe pile  static loading experiment  spring rate  compressive static loading eigenvalue
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