Grouting in rock caverns

Land-scarce countries, such as Singapore, are looking at different, innovative ways to create more space. One such way is to build underground spaces, such as rock caverns, and use them as storage spaces so that more land can be freed up. With the construction of rock caverns, grouting has been empl...

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Main Author: Amirul Hazim Salleh
Other Authors: Zhao Zhiye
Format: Final Year Project
Language:English
Published: Nanyang Technological University 2021
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Online Access:https://hdl.handle.net/10356/153680
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1536802021-12-16T12:14:49Z Grouting in rock caverns Amirul Hazim Salleh Zhao Zhiye School of Civil and Environmental Engineering CZZHAO@ntu.edu.sg Engineering::Civil engineering::Geotechnical Land-scarce countries, such as Singapore, are looking at different, innovative ways to create more space. One such way is to build underground spaces, such as rock caverns, and use them as storage spaces so that more land can be freed up. With the construction of rock caverns, grouting has been employed to control the inflow of groundwater to maintain the hydraulic gradient around the cavern, prevent construction delays and unsafe working environment. An accurate volume of grout is needed to ensure economical use, however current practices are largely still empirical, practical and do not follow any analytical models. This study proposes the use of Artificial Neural Networks (ANN), a data-mining process already commonly used in other geotechnical problems. Parameters such as the rock mass quality (Q value), water inflow rate and ingress pressure were used as inputs to establish four ANN models. The coefficient of correlation, or R values, of each model were analysed, and it was found that the model with Q value and water inflow rate as inputs had the most optimal performance and thus, the most influence on predicting grout volume. Limitations in data size and model parameters were identified and improvements to address both were recommended for future work to further improve model accuracy. Bachelor of Engineering (Civil) 2021-12-16T12:14:48Z 2021-12-16T12:14:48Z 2021 Final Year Project (FYP) Amirul Hazim Salleh (2021). Grouting in rock caverns. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/153680 https://hdl.handle.net/10356/153680 en GE-41AB application/pdf Nanyang Technological University
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering::Geotechnical
spellingShingle Engineering::Civil engineering::Geotechnical
Amirul Hazim Salleh
Grouting in rock caverns
description Land-scarce countries, such as Singapore, are looking at different, innovative ways to create more space. One such way is to build underground spaces, such as rock caverns, and use them as storage spaces so that more land can be freed up. With the construction of rock caverns, grouting has been employed to control the inflow of groundwater to maintain the hydraulic gradient around the cavern, prevent construction delays and unsafe working environment. An accurate volume of grout is needed to ensure economical use, however current practices are largely still empirical, practical and do not follow any analytical models. This study proposes the use of Artificial Neural Networks (ANN), a data-mining process already commonly used in other geotechnical problems. Parameters such as the rock mass quality (Q value), water inflow rate and ingress pressure were used as inputs to establish four ANN models. The coefficient of correlation, or R values, of each model were analysed, and it was found that the model with Q value and water inflow rate as inputs had the most optimal performance and thus, the most influence on predicting grout volume. Limitations in data size and model parameters were identified and improvements to address both were recommended for future work to further improve model accuracy.
author2 Zhao Zhiye
author_facet Zhao Zhiye
Amirul Hazim Salleh
format Final Year Project
author Amirul Hazim Salleh
author_sort Amirul Hazim Salleh
title Grouting in rock caverns
title_short Grouting in rock caverns
title_full Grouting in rock caverns
title_fullStr Grouting in rock caverns
title_full_unstemmed Grouting in rock caverns
title_sort grouting in rock caverns
publisher Nanyang Technological University
publishDate 2021
url https://hdl.handle.net/10356/153680
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