Weighted-Combined Model for Reclaimed Foundation Settlement Prediction in Coastal Sludge-Bearing Composite Stratum

Table 2

Prediction models and weights in Areas 1–10.

Predictive model	Model equation	Weight coefficient
Hyperbolic model		0.0708
Exponential curve model	= (1,449.74 + 424) (1–0.811392e^−0.015890t)−424	0.3990
Asaoka model	= 73.085 + 0.9458×	0.5302