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桩的垂直静载试验极限承载力判定方法综述
引用本文:吕福庆,吴文.桩的垂直静载试验极限承载力判定方法综述[J].岩土力学,1995,16(4):85-93.
作者姓名:吕福庆  吴文
作者单位:中国科学院武汉岩土力学研究所
摘    要:桩的垂直静载试验极限承载力(或极限荷载)的确定是试验数据处理的关键。本文汇集编录了极限承载力的各种判定方法,但需指出的是:在具体应用判定试桩的极限承载力时,应以现行规范规定的方法为准,必要时可用其它方法进行校验。

关 键 词:  静载试验  P-S曲线  极限承载力  沉降量

A General Introduction on Determining the Limit Bearing Capacity in Static-load Experiment for Piles Depth of Pile-top Descent
Lab Fuqing, Wu Wen.A General Introduction on Determining the Limit Bearing Capacity in Static-load Experiment for Piles Depth of Pile-top Descent[J].Rock and Soil Mechanics,1995,16(4):85-93.
Authors:Lab Fuqing  Wu Wen
Abstract:The determination of limit bearing capacity (or limit load) in static-load experiment for pilesdepth of pile-top descent is the key problem of test data processing. The paper has quoted and collected allkinds of methods that had been used to determine limit bearing capacity. At the same time, in actual use ofthese methods, it should be pointed out that the method put forward by the present standard is the solecriterion while the others could be used as examination.
Keywords:pile  static-load experiment  the P-S curves  limit bearing capacity of single pile  settlements  
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