4.7 Article

A neural network model for the uplift capacity of suction caissons

期刊

COMPUTERS AND GEOTECHNICS
卷 28, 期 4, 页码 269-287

出版社

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

关键词

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

向作者/读者索取更多资源

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.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据