Prediction of pile settlement using artificial neural networks based on standard penetration test data

被引:119
|
作者
Nejad, F. Pooya [2 ]
Jaksa, Mark B. [1 ]
Kakhi, M. [2 ]
McCabe, Bryan A. [3 ]
机构
[1] Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
[2] Ferdowsi Univ Mashhad, Dept Civil Engn, Mashhad, Iran
[3] Natl Univ Galway, Dept Civil Engn, Galway, Ireland
关键词
Pile load test; Pile foundation; Settlement; Neural networks; LOAD-TRANSFER; BORED PILES; CAPACITY;
D O I
10.1016/j.compgeo.2009.04.003
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
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 appropriate structural and serviceability performance. In this paper, an ANN model is developed for predicting pile settlement based on standard penetration test (SPT) data. Approximately 1000 data sets, obtained from the published literature, are used to develop the ANN model. In addition, the paper discusses the choice of input and internal network parameters which were examined to obtain the optimum model. Finally, the paper compares the predictions obtained by the ANN with those given by a number of traditional methods. It is demonstrated that the ANN model outperforms the traditional methods and provides accurate pile settlement predictions. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1125 / 1133
页数:9
相关论文
共 50 条
  • [11] Prediction of the Penetration of Drugs by Artificial Neural Networks
    Gonzalez-Temes, M.
    Astray, G.
    Morales, J.
    Mejuto, J. C.
    Astray, G.
    PROCEEDINGS OF THE 2013 8TH IBERIAN CONFERENCE ON INFORMATION SYSTEMS AND TECHNOLOGIES (CISTI 2013), 2013,
  • [12] Prediction of penetration rate and optimization of weight on a bit using artificial neural networks
    Duong, Vu Hong
    Hoa, Nguyen Minh
    Hung, Nguyen Tien
    Vinh, Nguyen The
    BULLETIN OF THE TOMSK POLYTECHNIC UNIVERSITY-GEO ASSETS ENGINEERING, 2024, 335 (03): : 192 - 203
  • [13] Prediction of Weld Penetration in FCAW of HSLA steel using Artificial Neural Networks
    Asl, Y. Dadgar
    Mostafa, N. B.
    Panahizadeh R, V.
    Seyedkashi, S. M. H.
    INTERNATIONAL CONFERENCE ON ADVANCES IN MATERIALS AND PROCESSING TECHNOLOGIES, PTS ONE AND TWO, 2010, 1315 : 884 - +
  • [14] Prediction of pile capacity using neural networks
    Teh, CI
    Wong, KS
    Goh, ATC
    Jaritngam, S
    JOURNAL OF COMPUTING IN CIVIL ENGINEERING, 1997, 11 (02) : 129 - 138
  • [15] Deep pile foundation settlement prediction using neurofuzzy networks
    Aziz, Hussein Y
    Open Civil Engineering Journal, 2015, 8 (01): : 78 - 104
  • [16] Deep pile foundation settlement prediction using neurofuzzy networks
    Aziz, Hussein Y.
    Aziz, H. Y. (husseinyousifaziz@gmail.com), 1600, (08): : 78 - 104
  • [17] Prediction of ductile damage evolution based on experimental data using artificial neural networks
    Schowtjak, A.
    Gerlach, J.
    Muhammad, W.
    Brahme, A. P.
    Clausmeyer, T.
    Inal, K.
    Tekkaya, A. E.
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2022, 257
  • [18] Assessment of Driven Pile Ultimate Capacity through Artificial Neural Network Analysis of Cone Penetration Test Data
    Mojumder, Md Ariful
    Abu-Farsakh, Murad Y.
    Rosti, Firouz
    Chen, Shengli
    TRANSPORTATION RESEARCH RECORD, 2024,
  • [19] Assessment of liquefaction-induced hazards using Bayesian networks based on standard penetration test data
    Tang, Xiao-Wei
    Bai, Xu
    Hu, Ji-Lei
    Qiu, Jiang-Nan
    NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2018, 18 (05) : 1451 - 1468
  • [20] Lifetime prediction using accelerated test data and neural networks
    Freitag, S.
    Beer, M.
    Graf, W.
    Kaliske, M.
    COMPUTERS & STRUCTURES, 2009, 87 (19-20) : 1187 - 1194