Relationship of diametrical and axial methods of testing for point load index of rock / Nor Fazlin Raduaani

The study is concerned with the use of the point load testing measurements to predict the point load strength. The estimated point load index, Is(50) are found from the formula of size correction factor time the point load strength index, Is. While, the point load strength index, Is, been determined...

Full description

Saved in:
Bibliographic Details
Main Author: Raduaani, Nor Fazlin
Format: Thesis
Language:English
Published: 1997
Online Access:https://ir.uitm.edu.my/id/eprint/102118/1/102118.pdf
https://ir.uitm.edu.my/id/eprint/102118/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.uitm.ir.102118
record_format eprints
spelling my.uitm.ir.1021182024-09-17T04:10:41Z https://ir.uitm.edu.my/id/eprint/102118/ Relationship of diametrical and axial methods of testing for point load index of rock / Nor Fazlin Raduaani Raduaani, Nor Fazlin The study is concerned with the use of the point load testing measurements to predict the point load strength. The estimated point load index, Is(50) are found from the formula of size correction factor time the point load strength index, Is. While, the point load strength index, Is, been determined from the load applied at the diameter of the specimen. The comparison of the two output, i.e Axial point load index, Isa and Diametral point load index,Z«/. The point load test are carried out on the samples of malaysian rocks i.e. Sandstone and Granite. The experimental data of point load index is related with the theories given by the researchers such as brooch and Franklin, bieniawski and etc. 1997 Thesis NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/102118/1/102118.pdf Relationship of diametrical and axial methods of testing for point load index of rock / Nor Fazlin Raduaani. (1997) Degree thesis, thesis, Universiti Teknologi MARA (UiTM). <http://terminalib.uitm.edu.my/102118.pdf>
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
description The study is concerned with the use of the point load testing measurements to predict the point load strength. The estimated point load index, Is(50) are found from the formula of size correction factor time the point load strength index, Is. While, the point load strength index, Is, been determined from the load applied at the diameter of the specimen. The comparison of the two output, i.e Axial point load index, Isa and Diametral point load index,Z«/. The point load test are carried out on the samples of malaysian rocks i.e. Sandstone and Granite. The experimental data of point load index is related with the theories given by the researchers such as brooch and Franklin, bieniawski and etc.
format Thesis
author Raduaani, Nor Fazlin
spellingShingle Raduaani, Nor Fazlin
Relationship of diametrical and axial methods of testing for point load index of rock / Nor Fazlin Raduaani
author_facet Raduaani, Nor Fazlin
author_sort Raduaani, Nor Fazlin
title Relationship of diametrical and axial methods of testing for point load index of rock / Nor Fazlin Raduaani
title_short Relationship of diametrical and axial methods of testing for point load index of rock / Nor Fazlin Raduaani
title_full Relationship of diametrical and axial methods of testing for point load index of rock / Nor Fazlin Raduaani
title_fullStr Relationship of diametrical and axial methods of testing for point load index of rock / Nor Fazlin Raduaani
title_full_unstemmed Relationship of diametrical and axial methods of testing for point load index of rock / Nor Fazlin Raduaani
title_sort relationship of diametrical and axial methods of testing for point load index of rock / nor fazlin raduaani
publishDate 1997
url https://ir.uitm.edu.my/id/eprint/102118/1/102118.pdf
https://ir.uitm.edu.my/id/eprint/102118/
_version_ 1811598266864762880
score 13.211869