Expansive mortar for rock fracturing in underground excavation

This purpose of this project is to act as a pilot study on the performance of expansive mortar also known as Soundless Chemical Demolition Agents (SCDA). Information regarding the performance of SCDA outside conditions specified by the manufacturers are limited and thus the impetus for this projec...

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Main Author: Jeyasandar, Jagetheswran
Other Authors: Wu Wei (CEE)
Format: Final Year Project
Language:English
Published: 2018
Subjects:
Online Access:http://hdl.handle.net/10356/75476
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-754762023-03-03T17:04:03Z Expansive mortar for rock fracturing in underground excavation Jeyasandar, Jagetheswran Wu Wei (CEE) School of Civil and Environmental Engineering Game Lab DRNTU::Engineering::Civil engineering::Geotechnical This purpose of this project is to act as a pilot study on the performance of expansive mortar also known as Soundless Chemical Demolition Agents (SCDA). Information regarding the performance of SCDA outside conditions specified by the manufacturers are limited and thus the impetus for this project was to collect data on the performance of the SCDA outside of what has been provided by its manufacturers. The experiment in this project was designed to the measure how the performance of the SCDA would be affected by the change in the ambient temperature, it’s water content and the borehole diameter. For this purpose, concrete blocks were prepared and the SCDA was used to induce brittle failure in the blocks. This was done by drilling a hole in the middle of the block and filling it with a slurry of SCDA and water. Strain gauges were attached to the blocks identify the exact time of failiure of the concrete blocks. The data gathered from the experiments suggest all three variables, have a significant impact on the performance of the SCDA. It was observed that a higher ambient temperature, larger borehole diameter and lower water content diameter resulted in the better performance of the SCDA. It was also observed that the conditions in which the SCDA resulted in faster cracking of the samples had a different crack pattern compared to the samples which took longer to crack. Bachelor of Engineering (Civil) 2018-05-31T08:08:44Z 2018-05-31T08:08:44Z 2018 Final Year Project (FYP) http://hdl.handle.net/10356/75476 en Nanyang Technological University 60 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Geotechnical
spellingShingle DRNTU::Engineering::Civil engineering::Geotechnical
Jeyasandar, Jagetheswran
Expansive mortar for rock fracturing in underground excavation
description This purpose of this project is to act as a pilot study on the performance of expansive mortar also known as Soundless Chemical Demolition Agents (SCDA). Information regarding the performance of SCDA outside conditions specified by the manufacturers are limited and thus the impetus for this project was to collect data on the performance of the SCDA outside of what has been provided by its manufacturers. The experiment in this project was designed to the measure how the performance of the SCDA would be affected by the change in the ambient temperature, it’s water content and the borehole diameter. For this purpose, concrete blocks were prepared and the SCDA was used to induce brittle failure in the blocks. This was done by drilling a hole in the middle of the block and filling it with a slurry of SCDA and water. Strain gauges were attached to the blocks identify the exact time of failiure of the concrete blocks. The data gathered from the experiments suggest all three variables, have a significant impact on the performance of the SCDA. It was observed that a higher ambient temperature, larger borehole diameter and lower water content diameter resulted in the better performance of the SCDA. It was also observed that the conditions in which the SCDA resulted in faster cracking of the samples had a different crack pattern compared to the samples which took longer to crack.
author2 Wu Wei (CEE)
author_facet Wu Wei (CEE)
Jeyasandar, Jagetheswran
format Final Year Project
author Jeyasandar, Jagetheswran
author_sort Jeyasandar, Jagetheswran
title Expansive mortar for rock fracturing in underground excavation
title_short Expansive mortar for rock fracturing in underground excavation
title_full Expansive mortar for rock fracturing in underground excavation
title_fullStr Expansive mortar for rock fracturing in underground excavation
title_full_unstemmed Expansive mortar for rock fracturing in underground excavation
title_sort expansive mortar for rock fracturing in underground excavation
publishDate 2018
url http://hdl.handle.net/10356/75476
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