Undrained Strength of Marine Clays Obtained by Triaxial Tests

A finite-strain hyperviscoplastic model and undrained triaxial tests of peat

1 Gavin and Doherty Geosolutions, Unit A2, Nutgrove Office Park, D14 X627, Ireland. 2 Department of Civil, Structural and Environmental Engineering, Trinity College Dublin, College Green, Dublin 2, Ireland. 3 Department of Environmental Informatics, Helmholtz Centre for Environmental Research GmbH UFZ, Permoserstr. 15, 04318 Leipzig, Germany. 4 Department of Mechanical and Manufacturing Enginee...

Effect of Cementation on the Shear Strength of Tehran Gravelly Sand Using Triaxial Tests

Evaluation of undrained response from drained triaxial shear tests: DEM simulations and Experiments

Simulation of Stress-Strain Behavior of Saturated Sand in Undrained Triaxial Tests Based on Genetic Adaptive Neural Networks

This study applies artificial neural networks (ANN) to simulate the soil stress-strain relationship observed in test data from triaxial shear testing of saturated sand. A genetic algorithm is used to obtain an optimal framework for the ANN. The results show that the proposed genetic adaptive neural network (GANN) can effectively model undrained monotonic and cyclic triaxial behaviour of saturat...

Modelling of Stress-Strain Behaviour of Clayey Soils Using Artificial Neural Network

In this research, behaviour of clayey soils under triaxial loading is studied using Neural Network. The models have been prepared to predict the stress-strain behaviour of remolded clays under undrained condition. The advantage of the model developed is that simple parameters such as physical characteristics of soils like water content, fine content, Atterberg limits and so on, are used to mode...