Evaluating 28-Days Performance of Rice Husk Ash Green Concrete under Compression Gleaned from Neural Networks

Author:

Singh Sharanjit1ORCID,Arora Harish Chandra23ORCID,Kumar Aman23ORCID,Kapoor Nishant Raj34ORCID,Onyelowe Kennedy C.56ORCID,Kumar Krishna7ORCID,Rai Hardeep Singh1

Affiliation:

1. Civil Engineering, Guru Nanak Dev Engineering College, Ludhiana 141006, India

2. Structural Engineering Department, CSIR-Central Building Research Institute, Roorkee 247667, India

3. AcSIR-Academy of Scientific and Innovative Research, Ghaziabad 201002, India

4. Architecture and Planning Department, CSIR-Central Building Research Institute, Roorkee 247667, India

5. Department of Civil Engineering, Kampala International University, Kampala, Uganda

6. Department of Civil, School of Engineering, University of the Peloponnese, GR-26334 Patras, Greece

7. Department of Hydro and Renewable Energy, Indian Institute of Technology, Roorkee 247667, India

Abstract

Cement manufacturing and utilization is one of the majorly responsible factors for global CO2 emissions. In light of sustainability and climate change concerns, it is essential to find alternative solutions to reduce the carbon footprint of cement. Secondary cementitious materials (SCMs) are helpful in reducing carbon emissions from concrete. One such solution is the use of agricultural waste as SCMs to reduce carbon emissions from concrete. Especially rice husk ash (RHA) is a silica-rich, globally available agricultural waste material. The compressive strength (CS) of concrete is important and is used to evaluate the material’s strength and durability. Predicting CS using a laboratory method is a costly, time-consuming, and complex process. ML-based prediction models are the modern solution to these problems. In this study, a total of 407 datasets are used to develop an ML-based model by using the ANN algorithm to predict the CS of concrete containing RHA. Cement, coarse aggregates, fine aggregates, water, rice husk ash, superplasticizer, and type of sample are used as input parameters to predict CS at 28 days. Various statistical parameters including correlation coefficient (R), root means square error (RMSE), mean absolute error (MAE), mean absolute percentage error (MAPE), Nash-Sutcliffe (NS), and the a20-index have been used to assess the performance of the developed ANN model. The R and RMSE values of training, validation, and testing samples are 0.9928, 0.9864, and 0.9545, and 1.6471 MPa, 2.7149 MPa, and 4.4334 MPa, respectively. The results obtained from this study have been found to be promising and enrich the available literature. This work will nudge civil engineering and material science researchers toward opting for sustainable computing techniques. However, the study’s limitations include the need for additional research into the material’s long-term behaviour as well as the consideration of other characteristics that may affect its strength, such as environmental conditions like temperature and humidity.

Publisher

Hindawi Limited

Subject

General Engineering,General Materials Science

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