Hybrid Formulation of Resilient Modulus for Cohesive Subgrade Soils Utilizing CPT Test Parameters
Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 9
Abstract
In the present study, a novel model is introduced for the prediction of a resilient modulus () of cohesive subgrade soils considering cone-penetration test parameters to establish correlations with the . A reliable previously published database composed of 124 datasets was utilized for the development of the proposed model, which incorporates both cone penetration test (CPT) parameters and laboratory indices. In order to generate the predictive model, a hybrid algorithm combining a firefly algorithm with a multilayer perceptron neural network (FA-MLP) is proposed. The FA algorithm is employed in the MLP network structure to adjust the weights and the bias of the network and, hence, improve the overall performance of the network. The proposed FA-MLP formulation was found to have the capacity to predict, satisfactorily, the of cohesive subgrade soils using the results of the CPT test.
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Data Availability Statement
Some or all data, models, or code generated or used during the study are available from the corresponding author by request. All data shown in figures and tables can be provided on request.
Acknowledgments
This research was supported under the Australian Research Council’s Linkage Projects funding scheme (Project No. LP170100072). The second and fourth authors would like to acknowledge the support from the National Science and Technology Development Agency (NSTDA), Thailand, under the Chair Professor program (P-19-52303).
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© 2020 American Society of Civil Engineers.
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Received: Jun 14, 2019
Accepted: Feb 24, 2020
Published online: Jul 9, 2020
Published in print: Sep 1, 2020
Discussion open until: Dec 9, 2020
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