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预制管桩静载试验分析与桩基优化
引用本文:胡凯锋,胡,庆,朱,念.预制管桩静载试验分析与桩基优化[J].山西建筑,2014(16):63-64.
作者姓名:胡凯锋        
作者单位:[1]中国地震局地震研究所(地震大地测量重点实验室),湖北武汉430071 [2]武汉地震工程研究院有限公司,湖北武汉430071
摘    要:通过预制管桩静载试验曲线确定承载力特征值,分析了建筑物结构与地层情况,并结合管桩极限承载力与静力压桩机最终压力的关系确定预制管桩桩长,以实现桩基的优化。

关 键 词:预制管桩  极限承载力  最终压力

Pipe pile static load test analysis and optimization of pile foundation
HU Kai-feng,HU Qing,ZHU Nian.Pipe pile static load test analysis and optimization of pile foundation[J].Shanxi Architecture,2014(16):63-64.
Authors:HU Kai-feng  HU Qing  ZHU Nian
Affiliation:1. Key Laboratory of Earthquake Geodesy, Institute of Seismology CEA, Wuhan 430071, China; 2. Wuhan Institute of Earthquake Engineering, Wuhan 430071, China)
Abstract:Analysis of the structure and formation of pipe pile static load test analysis and optimization of pile foundation by precast pipe pile static load test curve to determine the hearing capacity characteristic value. Combined with the pile ultimate bearing capacity and static pressure pile machine pressure eventually determine the relationship between prefabricated pipe pile length, optimizing the pile foundation.
Keywords:prefabricated pipe pile  ultimate bearing capacity  the end pressure
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