Discussion of “Intelligent computing for modeling axial capacity of pile foundations”Appears in Canadian Geotechnical Journal, 47(2): 230–243.-Reference-Cited by-同舟云学术

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Discussion of “Intelligent computing for modeling axial capacity of pile foundations”Appears in Canadian Geotechnical Journal, 47(2): 230–243.

Published:2010-08 Issue:8 Volume:47 Page:928-930
ISSN:0008-3674
Container-title:Canadian Geotechnical Journal
language:en
Short-container-title:Can. Geotech. J.

Author:

Das Sarat Kumar¹²,Sivakugan Nagaratnam¹²

Affiliation:

1. National Institute of Technology Rourkela, Geotechnical Engineering Laboratory, Civil Engineering Department, Rourkela, Orissa 769008, India.

2. James Cook University, Civil and Environmental Engineering, School of Engineering, Townsville, Queensland 4811, Australia.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Link

http://www.nrcresearchpress.com/doi/pdf/10.1139/T10-048

Reference7 articles.

1. Alsamman, O.M. 1995. The use of CPT for calculating axial capacity of drilled shafts. Ph.D. thesis, University of Illinois-Champaign, Urbana, Ill.

2. Undrained lateral load capacity of piles in clay using artificial neural network

3. Prediction of residual friction angle of clays using artificial neural network

4. Seismic Liquefaction Potential Assessed by Neural Networks

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