Crushing impact on liquefaction of various sand soil in Kuantan

Soil particle breakage is one of the mechanism that govern the behaviour of the soil by altering its grain size distribution, particle shape, void ratio and many other aspects. Granular soil associated with phenomenon such as pile driving experience loading which may cause particle breakage when the...

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Main Author: Amelia, Victor Dass
Format: Undergraduates Project Papers
Language:English
English
English
English
Published: 2017
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/21598/
http://umpir.ump.edu.my/id/eprint/21598/
http://umpir.ump.edu.my/id/eprint/21598/1/Crushing%20impact%20on%20liquefaction%20of%20various%20sand%20soil%20in%20Kuantan%20-%20Table%20of%20contents.pdf
http://umpir.ump.edu.my/id/eprint/21598/2/Crushing%20impact%20on%20liquefaction%20of%20various%20sand%20soil%20in%20Kuantan%20-%20Abstract.pdf
http://umpir.ump.edu.my/id/eprint/21598/3/Crushing%20impact%20on%20liquefaction%20of%20various%20sand%20soil%20in%20Kuantan%20-%20Chapter%201.pdf
http://umpir.ump.edu.my/id/eprint/21598/4/Crushing%20impact%20on%20liquefaction%20of%20various%20sand%20soil%20in%20Kuantan%20-%20References.pdf
id ump-21598
recordtype eprints
spelling ump-215982018-09-07T08:06:25Z http://umpir.ump.edu.my/id/eprint/21598/ Crushing impact on liquefaction of various sand soil in Kuantan Amelia, Victor Dass TA Engineering (General). Civil engineering (General) Soil particle breakage is one of the mechanism that govern the behaviour of the soil by altering its grain size distribution, particle shape, void ratio and many other aspects. Granular soil associated with phenomenon such as pile driving experience loading which may cause particle breakage when the loading reaches certain degree. Parallel to soil particle breakage, the physical properties of soil are disturbed which affects the liquefaction resistance of soil. The damage and human casualties caused by liquefaction highlights the importance of analysing soil’s potential to liquefy. As sand soil is the most liquefiable soil among all the classes of soil, it is therefore relevant to study the liquefaction resistance of the soil after it has been crushed, in other word, to study the liquefaction potential of sand soil. The objective of this research is to study the impact of crushing on liquefaction of various sand soil from different locations along the coastal area of East Coast of Peninsular Malaysia. The soil samples were crushed using an automated compactor using fixed numbers of blows to keep constant the level of crushing impact. The soil samples were analysed using a series of test which comprised of sieve analysis test, specific gravity test and relative density test where the physical properties of the soil were studied. These tests were done twice; before and after crushing of sand soil. Few parameters such as Crushing Index were calculated from the changes in particle size distribution. Based on the test results, there is a correlation between the particle breakage due to crushing and its liquefaction potential. 2017-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/21598/1/Crushing%20impact%20on%20liquefaction%20of%20various%20sand%20soil%20in%20Kuantan%20-%20Table%20of%20contents.pdf pdf en http://umpir.ump.edu.my/id/eprint/21598/2/Crushing%20impact%20on%20liquefaction%20of%20various%20sand%20soil%20in%20Kuantan%20-%20Abstract.pdf pdf en http://umpir.ump.edu.my/id/eprint/21598/3/Crushing%20impact%20on%20liquefaction%20of%20various%20sand%20soil%20in%20Kuantan%20-%20Chapter%201.pdf pdf en http://umpir.ump.edu.my/id/eprint/21598/4/Crushing%20impact%20on%20liquefaction%20of%20various%20sand%20soil%20in%20Kuantan%20-%20References.pdf Amelia, Victor Dass (2017) Crushing impact on liquefaction of various sand soil in Kuantan. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:102709&theme=UMP2
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
English
English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Amelia, Victor Dass
Crushing impact on liquefaction of various sand soil in Kuantan
description Soil particle breakage is one of the mechanism that govern the behaviour of the soil by altering its grain size distribution, particle shape, void ratio and many other aspects. Granular soil associated with phenomenon such as pile driving experience loading which may cause particle breakage when the loading reaches certain degree. Parallel to soil particle breakage, the physical properties of soil are disturbed which affects the liquefaction resistance of soil. The damage and human casualties caused by liquefaction highlights the importance of analysing soil’s potential to liquefy. As sand soil is the most liquefiable soil among all the classes of soil, it is therefore relevant to study the liquefaction resistance of the soil after it has been crushed, in other word, to study the liquefaction potential of sand soil. The objective of this research is to study the impact of crushing on liquefaction of various sand soil from different locations along the coastal area of East Coast of Peninsular Malaysia. The soil samples were crushed using an automated compactor using fixed numbers of blows to keep constant the level of crushing impact. The soil samples were analysed using a series of test which comprised of sieve analysis test, specific gravity test and relative density test where the physical properties of the soil were studied. These tests were done twice; before and after crushing of sand soil. Few parameters such as Crushing Index were calculated from the changes in particle size distribution. Based on the test results, there is a correlation between the particle breakage due to crushing and its liquefaction potential.
format Undergraduates Project Papers
author Amelia, Victor Dass
author_facet Amelia, Victor Dass
author_sort Amelia, Victor Dass
title Crushing impact on liquefaction of various sand soil in Kuantan
title_short Crushing impact on liquefaction of various sand soil in Kuantan
title_full Crushing impact on liquefaction of various sand soil in Kuantan
title_fullStr Crushing impact on liquefaction of various sand soil in Kuantan
title_full_unstemmed Crushing impact on liquefaction of various sand soil in Kuantan
title_sort crushing impact on liquefaction of various sand soil in kuantan
publishDate 2017
url http://umpir.ump.edu.my/id/eprint/21598/
http://umpir.ump.edu.my/id/eprint/21598/
http://umpir.ump.edu.my/id/eprint/21598/1/Crushing%20impact%20on%20liquefaction%20of%20various%20sand%20soil%20in%20Kuantan%20-%20Table%20of%20contents.pdf
http://umpir.ump.edu.my/id/eprint/21598/2/Crushing%20impact%20on%20liquefaction%20of%20various%20sand%20soil%20in%20Kuantan%20-%20Abstract.pdf
http://umpir.ump.edu.my/id/eprint/21598/3/Crushing%20impact%20on%20liquefaction%20of%20various%20sand%20soil%20in%20Kuantan%20-%20Chapter%201.pdf
http://umpir.ump.edu.my/id/eprint/21598/4/Crushing%20impact%20on%20liquefaction%20of%20various%20sand%20soil%20in%20Kuantan%20-%20References.pdf
first_indexed 2023-09-18T22:31:45Z
last_indexed 2023-09-18T22:31:45Z
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