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...
Saved in:
Main Author: | |
---|---|
Other Authors: | |
Format: | Final Year Project |
Language: | English |
Published: |
Nanyang Technological University
2021
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/153680 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
id |
sg-ntu-dr.10356-153680 |
---|---|
record_format |
dspace |
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 |
_version_ |
1720447132212658176 |