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运用灰色理论建立了软基沉降的不等时距预测 GM(1 ,1 )模型 ,并可用残差的 GM(1 ,1 )模型对其进行修正。工程实例验证结果令人满意
The GM (1, 1) model of unequal interval prediction of soft foundation settlement is established by using gray theory and can be corrected by GM (1, 1) model of residual error. The result of engineering example is satisfactory