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RISEffects of tunnelling on pile foundations
Pipe pile setup: Database and prediction model using artificial neural network
Characterisation of the effects of time on the shaft friction of displacement piles in sand
Lateral bearing capacity of rigid piles near clay slopes
Uplift tests of jet mixing anchor pile
The effect of pile spacing and arrangement on bed formation and scour hole dimensions in pile groups
Pile scour is the main cause of bridge failure. A physical model used in this research to study scour
around a group of piles in clear-water conditions. The study examined changes in stream bed,
volume and area of scour holes due...
Experimental Investigation of Clear-Water Local Scour of Compound Piers
of experiments were performed over the entire range of possible pile cap elevations for complex piers with different geometrical characteristics. The collected data are used to quantify the pile cap elevations that maximize or minimize the local scour depth. Some...
Prediction of pile settlement using artificial neural networks based on standard penetration test data
In recent years artificial neural networks (ANNs) have been applied to many geotechnical engineering problems with some degree of success. With respect to the design of pile foundations, accurate prediction of pile settlement is necessary to ensure...
Prediction of Pile Settlement Using Artificial Neural Networks Based on Cone Penetration Test Data
. In this paper, an ANN model is developed for predicting pile settlement based on the results of cone penetration test (CPT) data. Approximately, 300 data sets, obtained from the published literature, are used to develop the ANN model...