Soil Stabilization Method By Using Natural Bamboo Fibre

Bamboo is one of the fastest growing plants in the world, with species ranging in size from a few centimeters to inches tall. Bamboo is a unique plant that can reach its full height of up to 30m in 2 to 4 months. Despite the fact that bamboo has been used as a construction material for thousands...

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Main Author: Dasthagir, Nur Hidayah
Format: Monograph
Language:English
Published: Universiti Sains Malaysia 2022
Subjects:
Online Access:http://eprints.usm.my/58193/2/Soil%20Stabilization%20Method%20By%20Using%20Natural%20Bamboo%20Fibre.pdf
http://eprints.usm.my/58193/
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spelling my.usm.eprints.58193 http://eprints.usm.my/58193/ Soil Stabilization Method By Using Natural Bamboo Fibre Dasthagir, Nur Hidayah T Technology TA Engineering (General). Civil engineering (General) Bamboo is one of the fastest growing plants in the world, with species ranging in size from a few centimeters to inches tall. Bamboo is a unique plant that can reach its full height of up to 30m in 2 to 4 months. Despite the fact that bamboo has been used as a construction material for thousands of years, there have been few studies on the mechanical properties of the bamboo itself in Malaysia. Bamboo has been identified as a potential natural reinforcing material for soil improvement and stabilization. The shear strength behaviour and compression strength of a bamboo fibre reinforced soil are investigated through the systematic literature review sysnthesis. The literature review shows that increasing the percentage of fibre in the soil increases the shear strength parameters to an optimum level for construction purposes. When two different lengths of fibre are considered in the study, shear strength and compression strength parameters increase as the length of the fibre increases. It was revealed that the cracked area ratio decreased by increasing of the added amount of the fibre reinforcing material regardless of that type and species. In particular, it was reported that the effect of soil suppressing failure was remarkable in the additional of the bamboo fiber with long fiber length, which the author examined the availability of the bamboo fibre to improve the soil stabilization and as a result, it was revealed that the specimens mixed with the bamboo fibre had high erosion resistance and better shear and compressive strength compared to other conventional method. With the available data on bamboo properties, structural engineers should consider bamboo as a construction material in modern engineered buildings, in addition to a soil stabilizing method for construction. Universiti Sains Malaysia 2022-08-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/58193/2/Soil%20Stabilization%20Method%20By%20Using%20Natural%20Bamboo%20Fibre.pdf Dasthagir, Nur Hidayah (2022) Soil Stabilization Method By Using Natural Bamboo Fibre. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted)
institution Universiti Sains Malaysia
building Hamzah Sendut Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Sains Malaysia
content_source USM Institutional Repository
url_provider http://eprints.usm.my/
language English
topic T Technology
TA Engineering (General). Civil engineering (General)
spellingShingle T Technology
TA Engineering (General). Civil engineering (General)
Dasthagir, Nur Hidayah
Soil Stabilization Method By Using Natural Bamboo Fibre
description Bamboo is one of the fastest growing plants in the world, with species ranging in size from a few centimeters to inches tall. Bamboo is a unique plant that can reach its full height of up to 30m in 2 to 4 months. Despite the fact that bamboo has been used as a construction material for thousands of years, there have been few studies on the mechanical properties of the bamboo itself in Malaysia. Bamboo has been identified as a potential natural reinforcing material for soil improvement and stabilization. The shear strength behaviour and compression strength of a bamboo fibre reinforced soil are investigated through the systematic literature review sysnthesis. The literature review shows that increasing the percentage of fibre in the soil increases the shear strength parameters to an optimum level for construction purposes. When two different lengths of fibre are considered in the study, shear strength and compression strength parameters increase as the length of the fibre increases. It was revealed that the cracked area ratio decreased by increasing of the added amount of the fibre reinforcing material regardless of that type and species. In particular, it was reported that the effect of soil suppressing failure was remarkable in the additional of the bamboo fiber with long fiber length, which the author examined the availability of the bamboo fibre to improve the soil stabilization and as a result, it was revealed that the specimens mixed with the bamboo fibre had high erosion resistance and better shear and compressive strength compared to other conventional method. With the available data on bamboo properties, structural engineers should consider bamboo as a construction material in modern engineered buildings, in addition to a soil stabilizing method for construction.
format Monograph
author Dasthagir, Nur Hidayah
author_facet Dasthagir, Nur Hidayah
author_sort Dasthagir, Nur Hidayah
title Soil Stabilization Method By Using Natural Bamboo Fibre
title_short Soil Stabilization Method By Using Natural Bamboo Fibre
title_full Soil Stabilization Method By Using Natural Bamboo Fibre
title_fullStr Soil Stabilization Method By Using Natural Bamboo Fibre
title_full_unstemmed Soil Stabilization Method By Using Natural Bamboo Fibre
title_sort soil stabilization method by using natural bamboo fibre
publisher Universiti Sains Malaysia
publishDate 2022
url http://eprints.usm.my/58193/2/Soil%20Stabilization%20Method%20By%20Using%20Natural%20Bamboo%20Fibre.pdf
http://eprints.usm.my/58193/
_version_ 1765297660150939648
score 13.214268