Estimation of soil pore-water pressure variations using a thin plate spline basis function

Information of soil pore-water pressure changes due to climatic effect is an integral part for studies associated with hill slope analysis. Soil pore-water pressure variations in a soil slope due to rainfall were predicted using Artificial Neural Network (ANN) technique with Thin Plate Spline (TPS)...

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Main Authors: Mustafa, M. R., Rezaur, R. B., Isa, M. H., Rahardjo, Harianto
Other Authors: School of Civil and Environmental Engineering
Format: Conference or Workshop Item
Language:English
Published: 2015
Subjects:
Online Access:https://hdl.handle.net/10356/107187
http://hdl.handle.net/10220/25397
http://dx.doi.org/10.2495/HPSM140561
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1071872019-12-06T22:26:15Z Estimation of soil pore-water pressure variations using a thin plate spline basis function Mustafa, M. R. Rezaur, R. B. Isa, M. H. Rahardjo, Harianto School of Civil and Environmental Engineering HPSM/OPTI 2014 DRNTU::Engineering::Environmental engineering::Environmental protection Information of soil pore-water pressure changes due to climatic effect is an integral part for studies associated with hill slope analysis. Soil pore-water pressure variations in a soil slope due to rainfall were predicted using Artificial Neural Network (ANN) technique with Thin Plate Spline (TPS) radial basis function. A radial basis function (RBF) neural network with network architecture of 8-36-1 (input-hidden-output) was selected to develop RBF model. Number of hidden neurons was selected using trial and error procedure whereas spread of the basis function was established using normalization method. Time series data of rainfall and pore-water pressure was used for training and testing the RBF model. The performance of the model was evaluated using root mean square error, coefficient of correlation and coefficient of efficiency. The results of the model prediction revealed that the model produced promising results indicating that TPS basis function is able to predict time series of pore-water pressure responses to rainfall. Comparison with other studies showed that the RBF model using TPS basis function can be used as alternate of Gaussian basis function for prediction of soil pore-water pressure variations. Published version 2015-04-14T01:13:19Z 2019-12-06T22:26:15Z 2015-04-14T01:13:19Z 2019-12-06T22:26:15Z 2014 2014 Conference Paper Mustafa, M. R., Rezaur, R. B., Isa, M. H., & Rahardjo, H. (2014). Estimation of soil pore-water pressure variations using a thin plate spline basis function. WIT transactions on the built environment, 137, 615-624. https://hdl.handle.net/10356/107187 http://hdl.handle.net/10220/25397 http://dx.doi.org/10.2495/HPSM140561 en © 2014 Wessex Institute of Technology Press. This paper was published in WIT Transactions on the Built Environment and is made available as an electronic reprint (preprint) with permission of Wessex Institute of Technology Press. The paper can be found at the following official DOI: [http://dx.doi.org/10.2495/HPSM140561].  One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law. 10 p. application/pdf
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic DRNTU::Engineering::Environmental engineering::Environmental protection
spellingShingle DRNTU::Engineering::Environmental engineering::Environmental protection
Mustafa, M. R.
Rezaur, R. B.
Isa, M. H.
Rahardjo, Harianto
Estimation of soil pore-water pressure variations using a thin plate spline basis function
description Information of soil pore-water pressure changes due to climatic effect is an integral part for studies associated with hill slope analysis. Soil pore-water pressure variations in a soil slope due to rainfall were predicted using Artificial Neural Network (ANN) technique with Thin Plate Spline (TPS) radial basis function. A radial basis function (RBF) neural network with network architecture of 8-36-1 (input-hidden-output) was selected to develop RBF model. Number of hidden neurons was selected using trial and error procedure whereas spread of the basis function was established using normalization method. Time series data of rainfall and pore-water pressure was used for training and testing the RBF model. The performance of the model was evaluated using root mean square error, coefficient of correlation and coefficient of efficiency. The results of the model prediction revealed that the model produced promising results indicating that TPS basis function is able to predict time series of pore-water pressure responses to rainfall. Comparison with other studies showed that the RBF model using TPS basis function can be used as alternate of Gaussian basis function for prediction of soil pore-water pressure variations.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Mustafa, M. R.
Rezaur, R. B.
Isa, M. H.
Rahardjo, Harianto
format Conference or Workshop Item
author Mustafa, M. R.
Rezaur, R. B.
Isa, M. H.
Rahardjo, Harianto
author_sort Mustafa, M. R.
title Estimation of soil pore-water pressure variations using a thin plate spline basis function
title_short Estimation of soil pore-water pressure variations using a thin plate spline basis function
title_full Estimation of soil pore-water pressure variations using a thin plate spline basis function
title_fullStr Estimation of soil pore-water pressure variations using a thin plate spline basis function
title_full_unstemmed Estimation of soil pore-water pressure variations using a thin plate spline basis function
title_sort estimation of soil pore-water pressure variations using a thin plate spline basis function
publishDate 2015
url https://hdl.handle.net/10356/107187
http://hdl.handle.net/10220/25397
http://dx.doi.org/10.2495/HPSM140561
_version_ 1681040755698696192