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

Table 1

Prediction models and weights in Areas 1–4.

Predictive model	Model equation	Weight coefficient
Hyperbolic model		0.0598
Exponential curve model	= (1,342.22 + 378) (1–0.811392e^−0.015880t)−378	0.3738
Asaoka model	= 72.3373 + 0.9392 ×	0.5664