AbstractThis study presents the development of a new model obtained from the correlation of dynamic input and SPT data with pile capacity. An evolutionary algorithm, gene expression programming (GEP), was used for modelling the correlation. The data used for model development comprised 24 cases obtained from existing literature. The modelling was carried out by dividing the data into two sets: a training set for model calibration and a validation set for verifying the generalization capability of the model. The performance of the model was evaluated by comparing its predictions of pile capacity with experimental data and with predictions of pile capacity by two commonly used traditional methods and the artificial neural networks (ANNs) mode...
Model development for the prediction of the axial load carrying capacity of piles, at least at the m...
This study examines the capability of the Relevance Vector Machine (RVM) and Multivariate Adaptive R...
The major criteria that control pile foundation design is pile bearing capacity (Pu). The load beari...
This study presents the development of a new model obtained from the correlation of dynamic input an...
Numerous methods have been proposed to assess the axial capacity of pile foundations. Most of the me...
The aim of this research is to develop three soft-computing techniques, including adaptive-neuro-fuz...
An accurate prediction of pile capacity under axial loads is necessary for the design. This paper pr...
The behavior of pile foundations under axial loading is complex and not yet entirely understood. Mos...
The application of artificial neural network (ANN) in predicting pile bearing capacity is underlined...
Prediction of pile bearing capacity has been considered an unsolved problem for years. This study pr...
This paper presents the development of a new model to predict the lateral capacity of piles inserted...
Determination of pile bearing capacity is essential in pile foundation design. This study focused on...
This paper presents an artifi cial neural network (ANN) model for the prediction of non-linear behav...
This paper explores the capabilities of neural networks to predict the static load bearing capacity ...
The soil is found to vary spatially everywhere in nature. As such, it’s generally a difficult task t...
Model development for the prediction of the axial load carrying capacity of piles, at least at the m...
This study examines the capability of the Relevance Vector Machine (RVM) and Multivariate Adaptive R...
The major criteria that control pile foundation design is pile bearing capacity (Pu). The load beari...
This study presents the development of a new model obtained from the correlation of dynamic input an...
Numerous methods have been proposed to assess the axial capacity of pile foundations. Most of the me...
The aim of this research is to develop three soft-computing techniques, including adaptive-neuro-fuz...
An accurate prediction of pile capacity under axial loads is necessary for the design. This paper pr...
The behavior of pile foundations under axial loading is complex and not yet entirely understood. Mos...
The application of artificial neural network (ANN) in predicting pile bearing capacity is underlined...
Prediction of pile bearing capacity has been considered an unsolved problem for years. This study pr...
This paper presents the development of a new model to predict the lateral capacity of piles inserted...
Determination of pile bearing capacity is essential in pile foundation design. This study focused on...
This paper presents an artifi cial neural network (ANN) model for the prediction of non-linear behav...
This paper explores the capabilities of neural networks to predict the static load bearing capacity ...
The soil is found to vary spatially everywhere in nature. As such, it’s generally a difficult task t...
Model development for the prediction of the axial load carrying capacity of piles, at least at the m...
This study examines the capability of the Relevance Vector Machine (RVM) and Multivariate Adaptive R...
The major criteria that control pile foundation design is pile bearing capacity (Pu). The load beari...