Table 10 AOC results.

From: Prediction of time-dependent bearing capacity of concrete pile in cohesive soil using optimized relevance vector machine and long short-term memory models

Phase

Actual

UBC2

UBC7

UBC13

UBC21

UBC24

UBC31

UBC35

TRN

0.00E + 00

7.37E-04

4.21E-05

4.21E-05

7.84E-04

6.15E-04

5.23E-04

4.37E-04

TST

0.00E + 00

1.23E-03

1.22E-03

1.57E-03

1.23E-03

1.26E-03

1.24E-03

3.42E-03

  1. *Bold values correspond to the optimal performance model.
Back to article page