Model tree approach for prediction of pile groups scour due to waves

被引:70
作者
Etemad-Shahidi, A. [1 ]
Ghaemi, N. [1 ]
机构
[1] Iran Univ Sci & Technol, Sch Civil Engn, Envirohydroinformat COE, Tehran, Iran
关键词
Scour depth; Pile group; Soft computing method; Model tree; Probabilistic design; NEURAL-NETWORKS; VERTICAL PILES; BRIDGE PIERS; DEPTH;
D O I
10.1016/j.oceaneng.2011.07.012
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Scour around piles could endanger the stability of the structures placed on them. Hence, an accurate estimation of the scour depth around piles is very important in coastal and marine engineering. Due to the complex interaction between the wave, seabed and pile group; prediction of the scour depth is not an easy task and the available empirical formulas have limited accuracy. Recently, soft computing methods such as Artificial Neural Networks (ANNs) and Support Vector Machines (SVMs) have been used for the prediction of the scour depth. However, these methods do not give enough insight about the process and are not as easy to use as the empirical equations. In this study, new formulas are given that are easy to use, accurate and physically sound. Available empirical equations for estimating the pile group scour depth such as those of Sumer et al. (1992) and Bayram and Larson (2000), are less accurate compared to the given equations. These equations are as accurate as other soft computing methods such as ANN and SVM. Moreover, in this study, safety factors are given for different levels of acceptable risks, which can be so useful for engineers. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1522 / 1527
页数:6
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