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灰色模型预测单桩竖向极限承载力
引用本文:唐杰军,何湘宁. 灰色模型预测单桩竖向极限承载力[J]. 佛山科学技术学院学报(自然科学版), 2006, 24(1): 49-53
作者姓名:唐杰军  何湘宁
作者单位:湖南交通职业技术学院,交通工程系,湖南,长沙,410004;湖南交通职业技术学院,交通工程系,湖南,长沙,410004
摘    要:根据灰色系统理论模型G(1,1),通过对桩的不完全静载荷试验P~S曲线数据进行分析处理,预估单桩竖向极限承载力,并通过实例加以验证,可为人们对桩的极限受力情况提供一种新的认识角度和解决问题的方法。

关 键 词:P~S曲线  极限承载力  灰色理论GM(1,1)模型
文章编号:1008-0171(2006)01-0049-05
收稿时间:2005-09-12
修稿时间:2005-09-12

Precasting ultimate load of single pile with gray system theortical model
TANG Jie-jun,HE Xiang-ning. Precasting ultimate load of single pile with gray system theortical model[J]. Journal of Foshan University(Natural Science Edition), 2006, 24(1): 49-53
Authors:TANG Jie-jun  HE Xiang-ning
Affiliation:Hunan Communication Polytechnic Institute Communications Engineering, Changsha 410004,China
Abstract:Based on gray system model GM(1,1),vertical ultimate load of single pile was estimated by analyzing and settling P~S curve data from incomplete static load test of pile.We contrasted the result with fact and found that results were close.So a new calculating method of vertical high-point load of single pile was provided.
Keywords:P~S curve  ultimate load  gray system model GM(1  1)
本文献已被 CNKI 维普 万方数据 等数据库收录!
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