Relationship between plasticity index and compression index of soil at Perlis

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Main Author: Nor Afzan, Ariffin
Other Authors: Norlia Mohamad Ibrahim
Format: Other
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2022
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Online Access:http://dspace.unimap.edu.my:80/xmlui/handle/123456789/77916
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spelling my.unimap-779162023-02-22T13:01:58Z Relationship between plasticity index and compression index of soil at Perlis Nor Afzan, Ariffin Norlia Mohamad Ibrahim School of Environmental Engineering Plasticity Index Soil Soil -- Physical and mechanical properties Soil -- Perlis Access is limited to UniMAP community. Knowing the characteristics of soils is very important in preliminary stage of construction project. Comprehensive study of the soil should be done because in the geotechnical field, there are various parameters that need to know to understand the soil behavior before the design a structure. Experiments onto the soil are divided into three categories such as the determination of the chemical, physical and mechanical properties. This research is an initiative to review the relationship between physical properties and mechanical properties of the soil. Physical properties refer to the Atterberg Limit Test where is to determine Plasticity Index (PI). The Atterberg Limit Test is simple and rapid test. Meanwhile mechanical properties refer to One- Dimensional Consolidation Test (Oedometer Test) where this test is to determine Compression Index (Cc). The Oedometer Test is a complex, time consuming and expensive test if compared to other soil tests. This test was conducted on two different types of soil consisting a clay and laterite where that soil is taken around the state of Perlis. For clay, three locations involved which are Kampung Ujong Bukit, Kampung Behor Mempelam and Kampung Behor Mali. While for laterite soil was taken at Kampung Ulu Pauh, Kampung Kubang Perun and Kampung Kaki Bukit. For each location, the disturbed soils samples are taken at three different points and are indicated by P1, P2 and P3. In addition, Particle Size Distribution, Specific Gravity and pH test is also conducted to obtain more detailed information for the soil samples. Preparation of soil sample and the experimental procedure is based on BS1377 (1990). The results of this study have shown that, when the value of PI increases, the Cc will also be increased. From this research, relationship between PI and Cc is established. The Cc of soil sample can be identified by executing the PI. There is a helpful objective in this research which is to solve the site problem in a quick and efficient way. 2022-12 2023-02-22T13:01:58Z 2023-02-22T13:01:58Z 2012-05 Other http://dspace.unimap.edu.my:80/xmlui/handle/123456789/77916 en Universiti Malaysia Perlis (UniMAP)
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Plasticity Index
Soil
Soil -- Physical and mechanical properties
Soil -- Perlis
spellingShingle Plasticity Index
Soil
Soil -- Physical and mechanical properties
Soil -- Perlis
Nor Afzan, Ariffin
Relationship between plasticity index and compression index of soil at Perlis
description Access is limited to UniMAP community.
author2 Norlia Mohamad Ibrahim
author_facet Norlia Mohamad Ibrahim
Nor Afzan, Ariffin
format Other
author Nor Afzan, Ariffin
author_sort Nor Afzan, Ariffin
title Relationship between plasticity index and compression index of soil at Perlis
title_short Relationship between plasticity index and compression index of soil at Perlis
title_full Relationship between plasticity index and compression index of soil at Perlis
title_fullStr Relationship between plasticity index and compression index of soil at Perlis
title_full_unstemmed Relationship between plasticity index and compression index of soil at Perlis
title_sort relationship between plasticity index and compression index of soil at perlis
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2022
url http://dspace.unimap.edu.my:80/xmlui/handle/123456789/77916
_version_ 1772813085538516992
score 13.160551