A neural network model for the uplift capacity of suction caissons

被引:64
|
作者
Rahman, MS [1 ]
Wang, J
Deng, W
Carter, JP
机构
[1] N Carolina State Univ, Dept Civil Engn, Raleigh, NC 27695 USA
[2] Univ Sydney, Dept Civil Engn, Sydney, NSW 2006, Australia
关键词
neural network; finite element; models; suction caissons; uplift capacity; cohesive soils; aspect ratio; shear strength;
D O I
10.1016/S0266-352X(00)00033-1
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
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.
引用
收藏
页码:269 / 287
页数:19
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