Determination of coefficient of permeability on weathered sandstone / Sharil Maizan Zainal

The permeability of rock mass is an important property that influences the pore water pressure, ground water level, flow rate, and flow velocity of sloping surfaces of rock mass. The study focused on the measuring of the Permeability Constant Pressure Test of Sandstone sample suggested by Internatio...

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Main Author: Zainal, Sharil Maizan
Format: Student Project
Language:English
Published: 2005
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Online Access:https://ir.uitm.edu.my/id/eprint/51001/1/51001.PDF
https://ir.uitm.edu.my/id/eprint/51001/
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Institution: Universiti Teknologi Mara
Language: English
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spelling my.uitm.ir.510012021-09-28T04:27:37Z https://ir.uitm.edu.my/id/eprint/51001/ Determination of coefficient of permeability on weathered sandstone / Sharil Maizan Zainal Zainal, Sharil Maizan Engineering geology. Rock mechanics. Soil mechanics. Laboratory manuals. Testing of soils. Measurements Sandstone Malaysia The permeability of rock mass is an important property that influences the pore water pressure, ground water level, flow rate, and flow velocity of sloping surfaces of rock mass. The study focused on the measuring of the Permeability Constant Pressure Test of Sandstone sample suggested by International Society for Rock Mechanics, 1SRM (1981). Weathered sandstone will be collected from Muda quarry. The sample length-to-diameter ratio of the prepared cores ranged from 1 to 1. The laboratory study will be determined basic physical properties of Sandstone. The porosity of a rock, indicated by the dimensionless quantity n, is a friction expressing the proportion of 'void space to total space in the rock. The good relationship between calculated and measured data demonstrates that this relation can be used to predict permeability from porosity and texture in sandstone cores by each the data from permeability constant pressure into hydraulic units. The hydraulic units are calculated from measured porosity and permeability values. Relationship between porosity and permeability is significant within each hydraulic unit, coefficient of permeability range between 3.871 x 10 s m/s to 4.329 x 10 s m/s, the average value of 4.1178 x 10"8 m/s is considered to be a reasonable representation of the average permeability (m/s) of the sandstone. The percentage porosity for each specimen has an average of 13.9 percent and average permeability of 4.1178 x 10'8 m/s. The porosity of weathered sandstone It depends on affecting porosity as sorting, grain shape, size and abundance and the extent of cementing between particles. 2005-03 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/51001/1/51001.PDF ID51001 Zainal, Sharil Maizan (2005) Determination of coefficient of permeability on weathered sandstone / Sharil Maizan Zainal. [Student Project] (Unpublished)
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.
Laboratory manuals. Testing of soils. Measurements
Sandstone
Malaysia
spellingShingle Engineering geology. Rock mechanics. Soil mechanics.
Laboratory manuals. Testing of soils. Measurements
Sandstone
Malaysia
Zainal, Sharil Maizan
Determination of coefficient of permeability on weathered sandstone / Sharil Maizan Zainal
description The permeability of rock mass is an important property that influences the pore water pressure, ground water level, flow rate, and flow velocity of sloping surfaces of rock mass. The study focused on the measuring of the Permeability Constant Pressure Test of Sandstone sample suggested by International Society for Rock Mechanics, 1SRM (1981). Weathered sandstone will be collected from Muda quarry. The sample length-to-diameter ratio of the prepared cores ranged from 1 to 1. The laboratory study will be determined basic physical properties of Sandstone. The porosity of a rock, indicated by the dimensionless quantity n, is a friction expressing the proportion of 'void space to total space in the rock. The good relationship between calculated and measured data demonstrates that this relation can be used to predict permeability from porosity and texture in sandstone cores by each the data from permeability constant pressure into hydraulic units. The hydraulic units are calculated from measured porosity and permeability values. Relationship between porosity and permeability is significant within each hydraulic unit, coefficient of permeability range between 3.871 x 10 s m/s to 4.329 x 10 s m/s, the average value of 4.1178 x 10"8 m/s is considered to be a reasonable representation of the average permeability (m/s) of the sandstone. The percentage porosity for each specimen has an average of 13.9 percent and average permeability of 4.1178 x 10'8 m/s. The porosity of weathered sandstone It depends on affecting porosity as sorting, grain shape, size and abundance and the extent of cementing between particles.
format Student Project
author Zainal, Sharil Maizan
author_facet Zainal, Sharil Maizan
author_sort Zainal, Sharil Maizan
title Determination of coefficient of permeability on weathered sandstone / Sharil Maizan Zainal
title_short Determination of coefficient of permeability on weathered sandstone / Sharil Maizan Zainal
title_full Determination of coefficient of permeability on weathered sandstone / Sharil Maizan Zainal
title_fullStr Determination of coefficient of permeability on weathered sandstone / Sharil Maizan Zainal
title_full_unstemmed Determination of coefficient of permeability on weathered sandstone / Sharil Maizan Zainal
title_sort determination of coefficient of permeability on weathered sandstone / sharil maizan zainal
publishDate 2005
url https://ir.uitm.edu.my/id/eprint/51001/1/51001.PDF
https://ir.uitm.edu.my/id/eprint/51001/
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