Rock abrasivity using cerchar abrasivity index (CAI) as an alternative to rock material characterization / Noorul Iqhlima Najwa Ismail

Demands towards underground tunneling as an alternative to sustainable infrastructures has led to studies of rock abrasivity using Cerchar Abrasivity Test. There were four rock type samples involved and those samples had been identified as Granite, Carbonate Mudstone, Limestone and Sandstone through...

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Main Author: Ismail, Noorul Iqhlima Najwa
Format: Thesis
Language:English
Published: 2014
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Online Access:https://ir.uitm.edu.my/id/eprint/14098/1/TM_NOORUL%20IQHLIMA%20NAJWA%20ISMAIL%20EC%2014_5.pdf
https://ir.uitm.edu.my/id/eprint/14098/
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spelling my.uitm.ir.140982022-03-11T07:40:05Z https://ir.uitm.edu.my/id/eprint/14098/ Rock abrasivity using cerchar abrasivity index (CAI) as an alternative to rock material characterization / Noorul Iqhlima Najwa Ismail Ismail, Noorul Iqhlima Najwa Engineering geology. Rock mechanics. Soil mechanics. Tunneling. Tunnels Demands towards underground tunneling as an alternative to sustainable infrastructures has led to studies of rock abrasivity using Cerchar Abrasivity Test. There were four rock type samples involved and those samples had been identified as Granite, Carbonate Mudstone, Limestone and Sandstone through Thin Section Test. The Cerchar Test is the main concern of this research as to achieves the objectives of the test studies including identifying Cerchar Abrasivity Index (CAI) values and abrasivity properties of these four type of rocks, and also as to correlate obtained CAI values with other rock physical and mechanical properties. The geological rock material physical properties of dry density and wave velocity were obtained from Dry Density Test and Ultrasonic Pulse Velocity respectively. The mechanical characteristic of tensile strength was obtained from Brazilian Tensile Strength Test. Based on the findings, Granite has the highest abrasivity as its CAI is equal to 5.70, and Limestone has the lowest abrasivity, CAI equal to 1.70. Besides that, it also shows that density and wave velocity does not affect the abrasivity quality. However, the tensile strength and Quartz content of rock does affect the rock abrasivity. Granite also has the highest tensile strength among all rock samples. In short, this can be concluded that. Granite is the hardest geological to be excavated compared to Limestone, Carbonate Mudstone and Sandstone. From this study, a prediction to selection of tunneling excavation method can be evaluated as well to planning the overall tunneling construction works. 2014 Thesis NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/14098/1/TM_NOORUL%20IQHLIMA%20NAJWA%20ISMAIL%20EC%2014_5.pdf ID14098 Ismail, Noorul Iqhlima Najwa (2014) Rock abrasivity using cerchar abrasivity index (CAI) as an alternative to rock material characterization / Noorul Iqhlima Najwa Ismail. Masters thesis, thesis, Universiti Teknologi MARA.
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Engineering geology. Rock mechanics. Soil mechanics.
Tunneling. Tunnels
spellingShingle Engineering geology. Rock mechanics. Soil mechanics.
Tunneling. Tunnels
Ismail, Noorul Iqhlima Najwa
Rock abrasivity using cerchar abrasivity index (CAI) as an alternative to rock material characterization / Noorul Iqhlima Najwa Ismail
description Demands towards underground tunneling as an alternative to sustainable infrastructures has led to studies of rock abrasivity using Cerchar Abrasivity Test. There were four rock type samples involved and those samples had been identified as Granite, Carbonate Mudstone, Limestone and Sandstone through Thin Section Test. The Cerchar Test is the main concern of this research as to achieves the objectives of the test studies including identifying Cerchar Abrasivity Index (CAI) values and abrasivity properties of these four type of rocks, and also as to correlate obtained CAI values with other rock physical and mechanical properties. The geological rock material physical properties of dry density and wave velocity were obtained from Dry Density Test and Ultrasonic Pulse Velocity respectively. The mechanical characteristic of tensile strength was obtained from Brazilian Tensile Strength Test. Based on the findings, Granite has the highest abrasivity as its CAI is equal to 5.70, and Limestone has the lowest abrasivity, CAI equal to 1.70. Besides that, it also shows that density and wave velocity does not affect the abrasivity quality. However, the tensile strength and Quartz content of rock does affect the rock abrasivity. Granite also has the highest tensile strength among all rock samples. In short, this can be concluded that. Granite is the hardest geological to be excavated compared to Limestone, Carbonate Mudstone and Sandstone. From this study, a prediction to selection of tunneling excavation method can be evaluated as well to planning the overall tunneling construction works.
format Thesis
author Ismail, Noorul Iqhlima Najwa
author_facet Ismail, Noorul Iqhlima Najwa
author_sort Ismail, Noorul Iqhlima Najwa
title Rock abrasivity using cerchar abrasivity index (CAI) as an alternative to rock material characterization / Noorul Iqhlima Najwa Ismail
title_short Rock abrasivity using cerchar abrasivity index (CAI) as an alternative to rock material characterization / Noorul Iqhlima Najwa Ismail
title_full Rock abrasivity using cerchar abrasivity index (CAI) as an alternative to rock material characterization / Noorul Iqhlima Najwa Ismail
title_fullStr Rock abrasivity using cerchar abrasivity index (CAI) as an alternative to rock material characterization / Noorul Iqhlima Najwa Ismail
title_full_unstemmed Rock abrasivity using cerchar abrasivity index (CAI) as an alternative to rock material characterization / Noorul Iqhlima Najwa Ismail
title_sort rock abrasivity using cerchar abrasivity index (cai) as an alternative to rock material characterization / noorul iqhlima najwa ismail
publishDate 2014
url https://ir.uitm.edu.my/id/eprint/14098/1/TM_NOORUL%20IQHLIMA%20NAJWA%20ISMAIL%20EC%2014_5.pdf
https://ir.uitm.edu.my/id/eprint/14098/
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score 13.209306