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单桩极限承载力灰色预测
引用本文:孙高亮,崔广强.单桩极限承载力灰色预测[J].山西建筑,2010,36(12):1-3.
作者姓名:孙高亮  崔广强
作者单位:1. 华侨大学土木工程学院,福建,泉州,362021
2. 福建农林大学金山学院,福建,福州,350002
基金项目:福建农林大学青年教师基金 
摘    要:通过分析灰色GM(1,1)模型的特点,根据实际观测资料运用灰色GM(1,1)模型预测了单桩承载力与沉降的关系,并预测了单桩极限承载力,预测结果与实际观测具有较好的符合性,通过实例预测表明,这一模型具有较好的适用性,可以在类似工程中推广应用。

关 键 词:单桩  极限承载力  GM(1  1)模型

Gray prediction of ultimate bearing capacity of single pile
SUN Gao-liang,CUI Guang-qiang.Gray prediction of ultimate bearing capacity of single pile[J].Shanxi Architecture,2010,36(12):1-3.
Authors:SUN Gao-liang  CUI Guang-qiang
Affiliation:SUN Gao-liang CUI Guang-qiang
Abstract:By analyzing the characteristics of Grey GM(1,1) Model,the load-settlement relation of single pile can be predicted according to observed numbers by applying the Gray GM(1,1) Model.The prediction has good compliance with the actual observation,moreover the finally settlement and its requires time was predicted in the paper.The predicted example shows that the Grey GM(1,1) Model is very effective and can be applied to the similar projects.
Keywords:single pile  ultimate bearing capacity  GM(1  1) Model
本文献已被 CNKI 维普 万方数据 等数据库收录!
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