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饱和软土中预制桩承载力时效的研究
引用本文:李雄,刘金砺.饱和软土中预制桩承载力时效的研究[J].岩土工程学报,1992,14(4):9-16.
作者姓名:李雄  刘金砺
作者单位:中国建筑科学研究院地基所;中国建筑科学研究院地基所 北京;北京;
摘    要:为研究饱和软土中预制打入单桩承载性能的时间效应,结合天津大港电厂二期工程的静力试桩,对混凝土预制桩和钢管模型桩分别进行了沉桩不同休止时间、不同加荷程序的静载试验,并对桩身荷载传递进行了测试。通过试验结果分析,对饱和软土中预制打入单桩的时效特性提出了一些见解,并对如何考虑时效特性来确定单桩承载力的方法提出了建议。

关 键 词:休止时间  饱和软土  承载力时效  模型桩  复压  预制桩  荷载-沉降关系  重复加荷  桩侧  桩的承载力  

Time Effect of Bearing Capacity of Driven Pile in Saturated Soft Soil
Li Xiong,Liu Jinli.Time Effect of Bearing Capacity of Driven Pile in Saturated Soft Soil[J].Chinese Journal of Geotechnical Engineering,1992,14(4):9-16.
Authors:Li Xiong  Liu Jinli
Affiliation:Institute of Foundation Engineering China Academy of Building Research
Abstract:In order to study the time effect on the bearing capacity of single driven pile, experiment of pile foundation in Da Gang power plant was conducted. Experiments of models with different scales of steel tube piles and concrete piles have been carried out with various time, various loading program. Based on the results of the experiments views on the behaviors of time effect of single pile in saturated soft soil and sugestions for determining the bearing capacity of pile with consideration of time effect are presented.
Keywords:
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