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Prediction of UCS of fine-grained soil based on machine learning part 2: comparison between hybrid relevance vector machine and Gaussian process regression

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Abstract

The present research employs the models based on the relevance vector machine (RVM) approach to predict the unconfined compressive strength (UCS) of the cohesive virgin (fine-grained) soil. For this purpose, the Linear, Polynomial, Gaussian, and Laplacian kernel functions have been implemented in RVM models. Two types of RVM models have been developed: (i) single kernel function based (mentioned by SRVM) and (ii) dual kernel function-based (mentioned by DRVM). Each model has been optimized by each genetic (GA) and particle swarm optimization (PSO) algorithm. Eighty-five data points (75 training + ten testing) have been collected from the literature to train and test the SRVM and DRVM models. The data proportionality method has been used to create six training databases, i.e., 50%, 60%, 70%, 80%, 90%, and 100%, to determine the effect of the quality and quantity of training database on the performance, accuracy, and overfitting of the soft computing models. Ten conventional and three new performance parameters, i.e., a20 index, index of agreement (IOA), and index of scatter (IOS), have measured the performance of models. The present research concludes that (i) a strongly correlated pair of data points affect the performance and accuracy of the model; (ii) GA-optimized SRVM model MD119 has outperformed other SRVM and DRVM models with a20 = 100, IOA = 0.9947, and IOS = 0.0272; (iii) k-fold cross-validation test (k = 10) validates the capabilities of SRVM and DRVM models; (iv) model MD119 has predicted UCS better than GPR model MD11 developed in part 1 of this research; (v) high correlated data points increases the overfitting of the model; (vi) model MD119 has predicted UCS of lab tested soil with a confidence interval of ± 4.0%.

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Data availability

All data, models, and code generated or used during the study appear in the submitted article. The database may be provided on request.

Abbreviations

a20:

A20-index

a20A :

A20-index accuracy

AD:

Anderson–Darling test

AI:

Artificial intelligence

ANN:

Artificial neural networks

ANOVA:

Analysis of variance

AOC:

Area over the curve

BWOA:

Black widow optimization algorithm

Coeff.:

Coefficient

CSAFR:

Ratio of free lime to SAF

CV:

Cross-validation model

df:

Degree of freedom

DMR:

Maximum dry density to the optimum moisture content

DRVM:

Dual kernel function-based RVM

DRVM-GA:

GA-optimized DRVM

DRVM-PSO:

PSO-optimized DRVM

DS:

Degree of saturation

DST:

Direct shear test

DUW:

Dry unit weight

F :

F State value

F crit:

F Critical value

FC:

Fine content

GA:

Genetic algorithm

GAU:

Gaussian kernel

Gauss-GA:

GA-optimized Gaussian

Gauss-PSO:

PSO-optimized Gaussian

GPR:

Gaussian process regression

G-SRVM:

Gaussian kernel function-based SRVM

ICA:

Imperialism competitive algorithm

IOA:

Index of agreement

IOAA :

Index of agreement accuracy

IOS:

Index of scatter

IOSA :

Index of scatter accuracy

J:

Number of models

LAP:

Laplacian kernel

Lap-GA:

GA-optimized Laplacian SRVM

Lap-PSO:

PSO-optimized Laplacian SRVM

Lap-SRVM:

Laplacian kernel function-based SRVM

lb:

Lower boundary

LB:

Lower bound

LIN:

Linear kernel

Lin-GA:

GA-optimized linear SRVM

Lin-PSO:

PSO-optimized linear SRVM

LMI:

Legate McCabe's Index

L-SRVM:

Linear kernel function-based SRVM

MAE:

Mean absolute error

MAEA :

Mean absolute error accuracy

MAPE:

Mean absolute percentage error

MAPEA :

Mean absolute percentage error accuracy

MD:

Model

ME:

Margin of error

MOE:

Mean of error

MRI:

Magnetic resonance imaging

MS:

Mean square

MVO:

Multi-verse optimization algorithm

NMBE:

Normalized mean bias error

NS:

Nash–Sutcliffe efficiency

o3:

Confining pressure

od:

Deviatoric stress

P:

Porosity

POLY:

Polynomial kernel

Poly-GA:

GA-optimized polynomial SRVM

Poly-PSO:

PSO-optimized polynomial SRVM

PSO:

Particle swarm optimization algorithm

PSO-XGBoost:

PSO-extreme gradient boosting

P-SRVM:

Polynomial kernel function-based SRVM

P-value:

Calculated significant value

r, R :

Correlation coefficient

R 2 :

Coefficient of determination

R A :

Correlation coefficient accuracy

REC:

Regression error characteristics curve

RMSE:

Root mean square error

RMSEA :

Root mean square error accuracy

ROC:

Receiver operating characteristic curve

RSR:

Root mean square error to observations' standard deviation ratio

RSRA :

Root mean square error to observations' standard deviation ratio accuracy

RVM:

Relevance vector machine

SCA:

Sine cosine algorithm

SE:

Standard error

SG:

Specific gravity

SRVM:

Single kernel function-based RVM

SS:

Sum of squares

SSO:

Social spider optimization algorithm

Std Error:

Standard error

StDev:

Standard deviation

t state:

T Statistical

TCS:

Triaxial compressive strength

UA95 :

Uncertainly analysis

uB:

Upper boundary

UB:

Upper bound

UCS:

Unconfined compressive strength

VAF:

Variance accounted for

VAFA :

Variance accounted for accuracy

VIF:

Variance inflation factor

VR:

Void ratio

VST:

Vane shear test

WBC:

Width of confidence bound

WDC:

Number of W-D cycles

WMAPE:

Weighted mean absolute percentage error

WMAPEA :

Weighted mean absolute percentage error accuracy

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No funding was received in assisting the preparation of this manuscript.

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Authors

Contributions

JK: main author, conceptualization, literature review, manuscript preparation, application of AI models, methodological development, statistical analysis, detailing, and overall analysis; KSG: conceptualization, overall analysis, manuscript finalization, detailed review, and editing.

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Correspondence to Jitendra Khatti.

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Khatti, J., Grover, K.S. Prediction of UCS of fine-grained soil based on machine learning part 2: comparison between hybrid relevance vector machine and Gaussian process regression. Multiscale and Multidiscip. Model. Exp. and Des. 7, 123–163 (2024). https://doi.org/10.1007/s41939-023-00191-8

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