Compaction of soils is aimed at improving their mechanical properties to fulfil the requirements of earthwork projects. In this paper an artificial neural network (ANN) model was developed to predict the two main compaction parameters: the maximum dry unit weight (γdry max) and the optimum moisture content (womc). The study was performed based on the results of modified Proctor tests (ASTM D 1557). Based on the ANN model, empirical equations were developed to predict the compaction characteristics of graded cohesionless soils. The predicted values using the ANN model and the empirical equations were compared with a set of laboratory measurements. A parametric study on the developed equations was performed to present the control parameters that set the values of γdry max and womc.
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February 2008
Research Article|
February 01 2008
Predicting compaction of cohesionless soils using ANN Available to Purchase
A. H. Abdel-Rahman
A. H. Abdel-Rahman
Associate Professor
Civil Engineering Department, National Research Centre
Cairo, Egypt
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Publisher: Emerald Publishing
Received:
May 02 2006
Accepted:
April 26 2007
Online ISSN: 1755-0769
Print ISSN: 1755-0750
© 2008 Thomas Telford Ltd
2008
Proceedings of the Institution of Civil Engineers - Ground Improvement (2008) 161 (1): 3–8.
Article history
Received:
May 02 2006
Accepted:
April 26 2007
Citation
Abdel-Rahman AH (2008), "Predicting compaction of cohesionless soils using ANN". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 161 No. 1 pp. 3–8, doi: https://doi.org/10.1680/grim.2008.161.1.3
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