The Correlations and Soil Properties Analysis of Temerloh, Pahang

The characteristics of silty clay soil are different compared to other soils due to their low strength and high compressibility. It is also difficult to get an undisturbed sample for this type of soil for laboratory testing. Hence, the correlation between basic properties and depth or between basic...

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Main Authors: Muzamir, Hasan, Amizatulhani, Abdullah, Aminaton, Marto
Format: Article
Language:English
English
Published: Malaysian Technical Universities Network (MTUN) 2010
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/13654/
http://umpir.ump.edu.my/id/eprint/13654/
http://umpir.ump.edu.my/id/eprint/13654/1/fkasa-2010-muzamir-The%20Correlations%20and%20Soil%20Properties%20Analysis.pdf
http://umpir.ump.edu.my/id/eprint/13654/7/fkasa-2010-muzamir-The%20Correlations%20and%20Soil%20Properties1.pdf
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spelling ump-136542018-02-06T07:17:38Z http://umpir.ump.edu.my/id/eprint/13654/ The Correlations and Soil Properties Analysis of Temerloh, Pahang Muzamir, Hasan Amizatulhani, Abdullah Aminaton, Marto T Technology (General) The characteristics of silty clay soil are different compared to other soils due to their low strength and high compressibility. It is also difficult to get an undisturbed sample for this type of soil for laboratory testing. Hence, the correlation between basic properties and depth or between basic properties itself will be useful to engineers especially for preliminary design purposes. An attempt was made to correlate the Atterberg limits itself and Atterberg limits with depth. In general, the correlations show that the liquid limit and plasticity index increase with the moisture content. The plasticity index also tends to increase with liquid limit. An attempt was also made to get correlation between the liquid limit with the clay/silt content. It is found that the liquid limit increases with the increase of clay/silt content, probably due to the clay particles tend to pull or absorb water to the surface of soil particle, making the liquid limit to be much higher. The results give an alternative for engineers to use the basic soil properties to predict the strength of soil. One can also determine the shear strength of the soil at certain depth below ground level. This will allows a quick and economic design for construction on clay. Malaysian Technical Universities Network (MTUN) 2010 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/13654/1/fkasa-2010-muzamir-The%20Correlations%20and%20Soil%20Properties%20Analysis.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/13654/7/fkasa-2010-muzamir-The%20Correlations%20and%20Soil%20Properties1.pdf Muzamir, Hasan and Amizatulhani, Abdullah and Aminaton, Marto (2010) The Correlations and Soil Properties Analysis of Temerloh, Pahang. Journal of Engineering and Technology, 1. pp. 63-74. ISSN 2180-3811 (print); 2289-814X (online) http://journal.utem.edu.my/index.php/jet/article/view/103
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
English
topic T Technology (General)
spellingShingle T Technology (General)
Muzamir, Hasan
Amizatulhani, Abdullah
Aminaton, Marto
The Correlations and Soil Properties Analysis of Temerloh, Pahang
description The characteristics of silty clay soil are different compared to other soils due to their low strength and high compressibility. It is also difficult to get an undisturbed sample for this type of soil for laboratory testing. Hence, the correlation between basic properties and depth or between basic properties itself will be useful to engineers especially for preliminary design purposes. An attempt was made to correlate the Atterberg limits itself and Atterberg limits with depth. In general, the correlations show that the liquid limit and plasticity index increase with the moisture content. The plasticity index also tends to increase with liquid limit. An attempt was also made to get correlation between the liquid limit with the clay/silt content. It is found that the liquid limit increases with the increase of clay/silt content, probably due to the clay particles tend to pull or absorb water to the surface of soil particle, making the liquid limit to be much higher. The results give an alternative for engineers to use the basic soil properties to predict the strength of soil. One can also determine the shear strength of the soil at certain depth below ground level. This will allows a quick and economic design for construction on clay.
format Article
author Muzamir, Hasan
Amizatulhani, Abdullah
Aminaton, Marto
author_facet Muzamir, Hasan
Amizatulhani, Abdullah
Aminaton, Marto
author_sort Muzamir, Hasan
title The Correlations and Soil Properties Analysis of Temerloh, Pahang
title_short The Correlations and Soil Properties Analysis of Temerloh, Pahang
title_full The Correlations and Soil Properties Analysis of Temerloh, Pahang
title_fullStr The Correlations and Soil Properties Analysis of Temerloh, Pahang
title_full_unstemmed The Correlations and Soil Properties Analysis of Temerloh, Pahang
title_sort correlations and soil properties analysis of temerloh, pahang
publisher Malaysian Technical Universities Network (MTUN)
publishDate 2010
url http://umpir.ump.edu.my/id/eprint/13654/
http://umpir.ump.edu.my/id/eprint/13654/
http://umpir.ump.edu.my/id/eprint/13654/1/fkasa-2010-muzamir-The%20Correlations%20and%20Soil%20Properties%20Analysis.pdf
http://umpir.ump.edu.my/id/eprint/13654/7/fkasa-2010-muzamir-The%20Correlations%20and%20Soil%20Properties1.pdf
first_indexed 2023-09-18T22:16:31Z
last_indexed 2023-09-18T22:16:31Z
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