The undrained shear strength of soft clay reinforced with 6mm and 10 mm diameter of group bottom ash column

Soft clay soil can be categorized as problematic soil. A constructing structure which is constructed on a poor ground such as soft clay can affect the stability and settlement of the structure. Soft clay consists of a low shear strength, low ability permeability and high compressibility characterist...

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Main Author:	Raja Nur Shahira, Raja Sharudin
Format:	Undergraduates Project Papers
Language:	English
Published:	2014
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/9387/ http://umpir.ump.edu.my/id/eprint/9387/ http://umpir.ump.edu.my/id/eprint/9387/1/RAJA%20NUR%20SHAHIRA%20BT%20RAJA%20SHARUDIN.PDF

id	ump-9387
recordtype	eprints
spelling	ump-93872015-10-02T00:46:33Z http://umpir.ump.edu.my/id/eprint/9387/ The undrained shear strength of soft clay reinforced with 6mm and 10 mm diameter of group bottom ash column Raja Nur Shahira, Raja Sharudin TA Engineering (General). Civil engineering (General) Soft clay soil can be categorized as problematic soil. A constructing structure which is constructed on a poor ground such as soft clay can affect the stability and settlement of the structure. Soft clay consists of a low shear strength, low ability permeability and high compressibility characteristic and that are the major reasons why a careful design analysis could be taken for any structure built on it. There are various method that been approach to improve the strength of the soft clay soil and the most popular method that is being used in the construction field is stone column. In another view, large production of bottom ash from coal burning in Malaysia has resulted in waste problem. This study is to present suitability in terms of shear strength by using bottom ash to replace sand or stone in columns for ground improvement technique using the laboratory scale model. As we know that sand is one of the non-renewable materials so by utilize by-product or waste which is bottom ash, we can reduce utilization of sands and at the same time we can prevent pollution and sand from disposing. The first stage is to determine the physical and mechanical properties, the test that is being conducted to determine these terms are Atterberg limits, specific gravity, direct shear test, constant head permeability test, standard compaction test and hydrometer test. Kaolin is used as soil sample and bottom ash as the reinforced columns. In the second stage of the study, consolidated kaolin as soft clay were reinforced with group of 3 bottom ash columns and tested for shear strength using Unconfined Compression Test. 2014-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/9387/1/RAJA%20NUR%20SHAHIRA%20BT%20RAJA%20SHARUDIN.PDF Raja Nur Shahira, Raja Sharudin (2014) The undrained shear strength of soft clay reinforced with 6mm and 10 mm diameter of group bottom ash column. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84724&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Raja Nur Shahira, Raja Sharudin The undrained shear strength of soft clay reinforced with 6mm and 10 mm diameter of group bottom ash column
description	Soft clay soil can be categorized as problematic soil. A constructing structure which is constructed on a poor ground such as soft clay can affect the stability and settlement of the structure. Soft clay consists of a low shear strength, low ability permeability and high compressibility characteristic and that are the major reasons why a careful design analysis could be taken for any structure built on it. There are various method that been approach to improve the strength of the soft clay soil and the most popular method that is being used in the construction field is stone column. In another view, large production of bottom ash from coal burning in Malaysia has resulted in waste problem. This study is to present suitability in terms of shear strength by using bottom ash to replace sand or stone in columns for ground improvement technique using the laboratory scale model. As we know that sand is one of the non-renewable materials so by utilize by-product or waste which is bottom ash, we can reduce utilization of sands and at the same time we can prevent pollution and sand from disposing. The first stage is to determine the physical and mechanical properties, the test that is being conducted to determine these terms are Atterberg limits, specific gravity, direct shear test, constant head permeability test, standard compaction test and hydrometer test. Kaolin is used as soil sample and bottom ash as the reinforced columns. In the second stage of the study, consolidated kaolin as soft clay were reinforced with group of 3 bottom ash columns and tested for shear strength using Unconfined Compression Test.
format	Undergraduates Project Papers
author	Raja Nur Shahira, Raja Sharudin
author_facet	Raja Nur Shahira, Raja Sharudin
author_sort	Raja Nur Shahira, Raja Sharudin
title	The undrained shear strength of soft clay reinforced with 6mm and 10 mm diameter of group bottom ash column
title_short	The undrained shear strength of soft clay reinforced with 6mm and 10 mm diameter of group bottom ash column
title_full	The undrained shear strength of soft clay reinforced with 6mm and 10 mm diameter of group bottom ash column
title_fullStr	The undrained shear strength of soft clay reinforced with 6mm and 10 mm diameter of group bottom ash column
title_full_unstemmed	The undrained shear strength of soft clay reinforced with 6mm and 10 mm diameter of group bottom ash column
title_sort	undrained shear strength of soft clay reinforced with 6mm and 10 mm diameter of group bottom ash column
publishDate	2014
url	http://umpir.ump.edu.my/id/eprint/9387/ http://umpir.ump.edu.my/id/eprint/9387/ http://umpir.ump.edu.my/id/eprint/9387/1/RAJA%20NUR%20SHAHIRA%20BT%20RAJA%20SHARUDIN.PDF
first_indexed	2023-09-18T22:07:54Z
last_indexed	2023-09-18T22:07:54Z
_version_	1777414832101785600

The undrained shear strength of soft clay reinforced with 6mm and 10 mm diameter of group bottom ash column

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