Table 11 Score of RVM and LSTM models in TRN and TST phase.

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

Models

Phase

RMSE

MAE

R

MAPE

VAF

PI

NMBE

RSR

Total

UBC2

TR

2

2

2

2

2

2

2

2

16

TS

4

6

4

6

3

3

4

4

34

UBC7

TR

6

6

6

6

6

6

6

6

48

TS

7

7

7

7

7

7

7

7

56

UBC13

TR

6

6

6

6

6

6

6

6

48

TS

2

2

2

2

2

2

2

2

16

UBC21

TR

1

1

1

1

1

1

1

1

8

TS

5

5

5

4

4

4

5

5

37

UBC24

TR

3

3

3

3

3

3

3

3

24

TS

3

4

3

5

5

6

3

3

32

UBC31

TR

4

4

4

4

4

4

4

4

32

TS

6

3

6

3

6

5

6

6

41

UBC35

TR

5

5

5

5

5

5

5

5

40

TS

1

1

1

1

1

1

1

1

8

  1. *Bold values correspond to the optimal performance model.
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