Neural Models for Unconfined Compressive Strength of Kaolin Clay Mixed with Pond Ash, Rice Husk Ash and Cement

In this study an Artificial Neural Network (ANN) model was used to predict the Unconfined Compressive Strength (UCS) of Kaolin clay mixed with pond ash, rice husk ash and cement content model under different curing period. The input parameters included percentages of admixtures added along with clay...

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Main Authors: Akash Priyadarshee, Sunayana Chandra, Deepak Gupta, Vikas Kumar
Format: Article
Language:English
Published: Pouyan Press 2020-04-01
Series:Journal of Soft Computing in Civil Engineering
Subjects:
Online Access:http://www.jsoftcivil.com/article_107849_766ea24c208b78dd6df2cce83c9eedf9.pdf
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spelling doaj-a62f6edfb2da4bd98381e89eefd41aaa2021-01-19T09:47:28ZengPouyan PressJournal of Soft Computing in Civil Engineering2588-28722588-28722020-04-01428510210.22115/scce.2020.223774.1189107849Neural Models for Unconfined Compressive Strength of Kaolin Clay Mixed with Pond Ash, Rice Husk Ash and CementAkash Priyadarshee0Sunayana Chandra1Deepak Gupta2Vikas Kumar3Assistant Professor, Department of Civil Engineering, MIT Muzaffarpur, Bihar, IndiaCSIR-NEERI, Delhi Zonal Centre, IndiaDepartment of Civil Engineering. NIT Jalandhar, IndiaAssistant Professor, Department of Civil Engineering, Central University of Haryana, IndiaIn this study an Artificial Neural Network (ANN) model was used to predict the Unconfined Compressive Strength (UCS) of Kaolin clay mixed with pond ash, rice husk ash and cement content model under different curing period. The input parameters included percentages of admixtures added along with clay content and curing period. The curing Period range was 7, 14 and 28 days considered in neural model. The feedforward back propagated neural model with Levenberg Marqaurdt gradient descent with momentum constant was used to predict the UCS and optimized topology of 5-10-1 was obtained. The sensitivity analysis based on weights of neural model indicated that all admixtures contributed 70% to the UCS of Kaolin clay. The comparison of ANN model with Multiple Regression Analysis (MRA) model indicated that ANN models were performing better than MRA model with values of r as R2 as 0.98 and 0.97 respectively in testing phase of neural model and for MRA model r was 0.94 and R2 as 0.88.http://www.jsoftcivil.com/article_107849_766ea24c208b78dd6df2cce83c9eedf9.pdfkaolin clayartificial neural networkpond ashrice husk ashcement and unconfined compressive strength
collection DOAJ
language English
format Article
sources DOAJ
author Akash Priyadarshee
Sunayana Chandra
Deepak Gupta
Vikas Kumar
spellingShingle Akash Priyadarshee
Sunayana Chandra
Deepak Gupta
Vikas Kumar
Neural Models for Unconfined Compressive Strength of Kaolin Clay Mixed with Pond Ash, Rice Husk Ash and Cement
Journal of Soft Computing in Civil Engineering
kaolin clay
artificial neural network
pond ash
rice husk ash
cement and unconfined compressive strength
author_facet Akash Priyadarshee
Sunayana Chandra
Deepak Gupta
Vikas Kumar
author_sort Akash Priyadarshee
title Neural Models for Unconfined Compressive Strength of Kaolin Clay Mixed with Pond Ash, Rice Husk Ash and Cement
title_short Neural Models for Unconfined Compressive Strength of Kaolin Clay Mixed with Pond Ash, Rice Husk Ash and Cement
title_full Neural Models for Unconfined Compressive Strength of Kaolin Clay Mixed with Pond Ash, Rice Husk Ash and Cement
title_fullStr Neural Models for Unconfined Compressive Strength of Kaolin Clay Mixed with Pond Ash, Rice Husk Ash and Cement
title_full_unstemmed Neural Models for Unconfined Compressive Strength of Kaolin Clay Mixed with Pond Ash, Rice Husk Ash and Cement
title_sort neural models for unconfined compressive strength of kaolin clay mixed with pond ash, rice husk ash and cement
publisher Pouyan Press
series Journal of Soft Computing in Civil Engineering
issn 2588-2872
2588-2872
publishDate 2020-04-01
description In this study an Artificial Neural Network (ANN) model was used to predict the Unconfined Compressive Strength (UCS) of Kaolin clay mixed with pond ash, rice husk ash and cement content model under different curing period. The input parameters included percentages of admixtures added along with clay content and curing period. The curing Period range was 7, 14 and 28 days considered in neural model. The feedforward back propagated neural model with Levenberg Marqaurdt gradient descent with momentum constant was used to predict the UCS and optimized topology of 5-10-1 was obtained. The sensitivity analysis based on weights of neural model indicated that all admixtures contributed 70% to the UCS of Kaolin clay. The comparison of ANN model with Multiple Regression Analysis (MRA) model indicated that ANN models were performing better than MRA model with values of r as R2 as 0.98 and 0.97 respectively in testing phase of neural model and for MRA model r was 0.94 and R2 as 0.88.
topic kaolin clay
artificial neural network
pond ash
rice husk ash
cement and unconfined compressive strength
url http://www.jsoftcivil.com/article_107849_766ea24c208b78dd6df2cce83c9eedf9.pdf
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