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灰色GM(1,1)模型在桩基极限承载力预测中的应用
引用本文:郝又猛.灰色GM(1,1)模型在桩基极限承载力预测中的应用[J].山西建筑,2010,36(8):100-101.
作者姓名:郝又猛
作者单位:中铁四局南京铁路工程指挥部,江苏,南京,211101
摘    要:利用现场实测单桩竖向静载试验数据,应用灰色理论建立非等步长GM(1,1)模型预测桩基极限承载力,验证了用非等步长GM(1,1)模型对桩基极限承载力进行预测时有较好的可行性和可靠性,可供设计和施工人员参考。

关 键 词:?桩基  灰色模型GM(1    1)  极限承载力

The application of GM(1,1)model in ultimate bearing capacity prediction of pile foundation
HAO You-meng.The application of GM(1,1)model in ultimate bearing capacity prediction of pile foundation[J].Shanxi Architecture,2010,36(8):100-101.
Authors:HAO You-meng
Affiliation:HAO You-meng
Abstract:Utilizing field measured data of vertical static load test of single pile and grey theory unequal step GM(1,1) model is built to predict the ultimate bearing capacity of pile foundation.Results show GM(1,1) model has good feasibility and reliability in ultimate bearing capacity prediction of pile foundation,which can provide references for designers and constructors.
Keywords:1)
本文献已被 CNKI 维普 万方数据 等数据库收录!
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