The feed-forward neural network was used to simulate the behaviour of soil samples in uniaxial strain conditions, i.e. to predict the oedometer test results only on the basis of the basic soil properties. Artificial neural network was trained using the database of 217 samples of different cohesive soils from various locations in Slovenia. Good agreement between neural network predictions and laboratory test results was observed for the test samples. This study confirms the link between basic soil properties and stress-strain soil behaviour and demonstrates that artificial neural network successfully predicts soil stiffness in uniaxial strain conditions. The comparison between the neural network prediction and empirical formulae shows that t...
Predicting soil shear strength is extremely important for the design of geotechnical designs, which ...
Swelling behavior of expansive soil is a complicated phenomenon. In order to cope with the complicat...
This study presents a novel method for predicting the undrained shear strength (cu) using artificial...
Constitutive models are one of the main building blocks of the Finite Element Analysis that nowadays...
WOS: 000281499100006Laboratory prediction of the unconfined compression strength (UCS) of cohesive s...
The undrained shear strength of organic soils can be evaluated based on measurements obtained from t...
Geotechnical structures, design of embankment, earth and rock fill dam, tunnels, and slope stability...
Abstract- The behaviour of soil at the location of the project and interactions of the earth materia...
Part 16: Multi Layer ANNInternational audienceThe use of Neural Networks for modeling systems has be...
The Cone Penetration Test (CPT) is a common in-situ test which generally investigates a much greater...
Finite Element Analysis is an application used in many engineering fields, including geotechnical en...
In recent years, the employment of artificial neural networks (ANNs) has risen in various engineerin...
Predicting the lateral effective stress and the coefficient of lateral earth pressure at rest values...
For the prediction of the swelling/shrinking parameters (swelling pressure and swell strain) a multi...
This research work seeks to develop models for predicting the shear strength parameters (cohesion an...
Predicting soil shear strength is extremely important for the design of geotechnical designs, which ...
Swelling behavior of expansive soil is a complicated phenomenon. In order to cope with the complicat...
This study presents a novel method for predicting the undrained shear strength (cu) using artificial...
Constitutive models are one of the main building blocks of the Finite Element Analysis that nowadays...
WOS: 000281499100006Laboratory prediction of the unconfined compression strength (UCS) of cohesive s...
The undrained shear strength of organic soils can be evaluated based on measurements obtained from t...
Geotechnical structures, design of embankment, earth and rock fill dam, tunnels, and slope stability...
Abstract- The behaviour of soil at the location of the project and interactions of the earth materia...
Part 16: Multi Layer ANNInternational audienceThe use of Neural Networks for modeling systems has be...
The Cone Penetration Test (CPT) is a common in-situ test which generally investigates a much greater...
Finite Element Analysis is an application used in many engineering fields, including geotechnical en...
In recent years, the employment of artificial neural networks (ANNs) has risen in various engineerin...
Predicting the lateral effective stress and the coefficient of lateral earth pressure at rest values...
For the prediction of the swelling/shrinking parameters (swelling pressure and swell strain) a multi...
This research work seeks to develop models for predicting the shear strength parameters (cohesion an...
Predicting soil shear strength is extremely important for the design of geotechnical designs, which ...
Swelling behavior of expansive soil is a complicated phenomenon. In order to cope with the complicat...
This study presents a novel method for predicting the undrained shear strength (cu) using artificial...