Table 5 Cumulative differential settlement prediction model of monitoring point 4.

From: Long-term monitoring and analysis of the longitudinal differential settlement of an expressway bridge–subgrade transition section in a loess area

Prediction model

Parameters of the equation

R2

SSE

MPAE (%)

Hyperbolic model

\({a}_{1}\) = 4.95, \({b}_{1}\) = 0.85, \({c}_{1}\) = 101.51, \({d}_{1}\) = 0.73

0.914

0.009

9.1

Exponential curve model

\({a}_{2}\) = 5.14, \({b}_{2}\) = 3.07, \({c}_{2}\) = 0.025

0.941

0.007

3.7

Combined forecasting model

\({n}_{1}\) = 0.83, \({n}_{2}\) = 0.13

0.952

0.005

3.7