4.7 Article

A neural network model for the uplift capacity of suction caissons

Journal

COMPUTERS AND GEOTECHNICS
Volume 28, Issue 4, Pages 269-287

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/S0266-352X(00)00033-1

Keywords

neural network; finite element; models; suction caissons; uplift capacity; cohesive soils; aspect ratio; shear strength

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Suction caissons are frequently used for the anchorage of large compliant offshore structures. The uplift capacity of the suction caissons is a critical issue in these applications, and reliable methods: of predicting the capacity are required in order to produce effective designs. In this paper a back-propagation neural network model is developed to predict the uplift capacity of suction foundations. A database containing the results from a number of model and centrifuge tests is used. The results of this study indicate that the neural network model serves as a reliable and simple predictive tool for the uplift capacity of suction caissons. As more data becomes available, the model itself can be improved to make more accurate capacity prediction for a wider range of load and site conditions, The neural network predictions are also compared with finite element based predictions. (C) 2001 Elsevier Science Ltd. All rights reserved.

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