WOS: 000257088900004Great efforts are required for determination of the effective stress parameter chi, applying the unsaturated testing procedure, since unsaturated soils that have the three-phase system exhibit complex mechanical behavior. Therefore, it seems more reasonable to use the empirical methods for estimation of chi. The objective of this study is to investigate the practicability of using artificial neural networks (ANNs) to model the complex relationship between basic soil parameters, matric suction and the parameter chi. Five ANN models with different input parameters were developed. Feed-forward back propagation was applied in the analyses as a learning algorithm. The data collected from the available literature were used for...
Predicting the lateral effective stress and the coefficient of lateral earth pressure at rest values...
Abstract: The general swelling model has recently been updated in Israel by applying the Excel-solve...
A common problem of excavation machinery based on mechanical actions is the unknown interaction of t...
In recent years, the employment of artificial neural networks (ANNs) has risen in various engineerin...
WOS: 000281499100006Laboratory prediction of the unconfined compression strength (UCS) of cohesive s...
WOS: 000272710700009In recent years, the Artificial Neural Network (ANN) modelling that has been use...
© 2018 IEEE. The principal aim of this study was to develop and verify a new Artificial Intelligence...
The undrained shear strength of organic soils can be evaluated based on measurements obtained from t...
This study deals with development of artificial neural networks (ANNs) and multiple regression analy...
The Cone Penetration Test (CPT) is a common in-situ test which generally investigates a much greater...
Overconsolidated soils are widely encountered in practice where settlement calculations are crucial....
The compression index and recompression index are one of the important compressibility parameters to...
In engineering practice, due to the high compressibility and very low shear strength of organic soil...
ABSTRACT. An important factor for the evaluation of an agricultural system’s sustainability is the m...
This paper presents artificial neural network (ANN) prediction models for estimating the compaction ...
Predicting the lateral effective stress and the coefficient of lateral earth pressure at rest values...
Abstract: The general swelling model has recently been updated in Israel by applying the Excel-solve...
A common problem of excavation machinery based on mechanical actions is the unknown interaction of t...
In recent years, the employment of artificial neural networks (ANNs) has risen in various engineerin...
WOS: 000281499100006Laboratory prediction of the unconfined compression strength (UCS) of cohesive s...
WOS: 000272710700009In recent years, the Artificial Neural Network (ANN) modelling that has been use...
© 2018 IEEE. The principal aim of this study was to develop and verify a new Artificial Intelligence...
The undrained shear strength of organic soils can be evaluated based on measurements obtained from t...
This study deals with development of artificial neural networks (ANNs) and multiple regression analy...
The Cone Penetration Test (CPT) is a common in-situ test which generally investigates a much greater...
Overconsolidated soils are widely encountered in practice where settlement calculations are crucial....
The compression index and recompression index are one of the important compressibility parameters to...
In engineering practice, due to the high compressibility and very low shear strength of organic soil...
ABSTRACT. An important factor for the evaluation of an agricultural system’s sustainability is the m...
This paper presents artificial neural network (ANN) prediction models for estimating the compaction ...
Predicting the lateral effective stress and the coefficient of lateral earth pressure at rest values...
Abstract: The general swelling model has recently been updated in Israel by applying the Excel-solve...
A common problem of excavation machinery based on mechanical actions is the unknown interaction of t...