Waste To Product: Potential Of Concrete Waste Additive For Strength Improvement Of Peat Soil

Peat soils are damp in their natural form, with a very high water table at the soil surface. They are also soft since they are organic (mostly composed of decomposing plant components) in nature. Peat soils are hence also known as organic soils. Peat soils have a low bulk density since they are orga...

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Main Author: Norazlina, Razizi
Format: Undergraduates Project Papers
Language:English
Published: 2023
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Online Access:http://umpir.ump.edu.my/id/eprint/41031/1/RA21142_DRA2844_THESIS_22231.pdf
http://umpir.ump.edu.my/id/eprint/41031/
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spelling my.ump.umpir.410312024-04-23T03:21:05Z http://umpir.ump.edu.my/id/eprint/41031/ Waste To Product: Potential Of Concrete Waste Additive For Strength Improvement Of Peat Soil Norazlina, Razizi T Technology (General) TA Engineering (General). Civil engineering (General) Peat soils are damp in their natural form, with a very high water table at the soil surface. They are also soft since they are organic (mostly composed of decomposing plant components) in nature. Peat soils are hence also known as organic soils. Peat soils have a low bulk density since they are organic in nature. Peat soils get damp due to the high water table and soft quality of the soil, and it is difficult to walk on an undrained peat soil without sinking. As a result, many soil surveyors dislike surveying virgin peat soil regions. Virgin lowland peat lands in Malaysia are frequently inundated and marshy. Because of this, several peat bogs were designated as swamps. They were not farmed and were kept unspoiled. However, as development advanced, more and more mineral (nonorganic) soils were depleted, and the peat swamps' borders were approached. In certain places of Malaysia, like in our study where we obtained samples from Pekan to Gebeng, there are few options for what sort of land to use because the state has huge sections of peat land. This study aims to comprehend the stabilisation of peat soil with waste products subjected to raise the unconfined compressive strength of the soil in order to improve the shear strength of the peat soil. Peat was stabilised using a concrete waste-derived additive. The ideal dosage of these compounds was utilised in the earlier study ratio. The effect of strength increase employing the stabilising approach was examined using the unconfined compressive strength test (UCS) at two (2) distinct curing days, namely 7 and 28 days of air curing. Results showed that concrete waste additive considerably increased the peat soil's strength. This work enhances the qualities of poor soils by making industrial and institutional waste more useful. 2023-01 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/41031/1/RA21142_DRA2844_THESIS_22231.pdf Norazlina, Razizi (2023) Waste To Product: Potential Of Concrete Waste Additive For Strength Improvement Of Peat Soil. Faculty of Civil Engineering Technology, Universiti Malaysia Pahang Al-Sultan Abdullah.
institution Universiti Malaysia Pahang Al-Sultan Abdullah
building UMPSA Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang Al-Sultan Abdullah
content_source UMPSA Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic T Technology (General)
TA Engineering (General). Civil engineering (General)
spellingShingle T Technology (General)
TA Engineering (General). Civil engineering (General)
Norazlina, Razizi
Waste To Product: Potential Of Concrete Waste Additive For Strength Improvement Of Peat Soil
description Peat soils are damp in their natural form, with a very high water table at the soil surface. They are also soft since they are organic (mostly composed of decomposing plant components) in nature. Peat soils are hence also known as organic soils. Peat soils have a low bulk density since they are organic in nature. Peat soils get damp due to the high water table and soft quality of the soil, and it is difficult to walk on an undrained peat soil without sinking. As a result, many soil surveyors dislike surveying virgin peat soil regions. Virgin lowland peat lands in Malaysia are frequently inundated and marshy. Because of this, several peat bogs were designated as swamps. They were not farmed and were kept unspoiled. However, as development advanced, more and more mineral (nonorganic) soils were depleted, and the peat swamps' borders were approached. In certain places of Malaysia, like in our study where we obtained samples from Pekan to Gebeng, there are few options for what sort of land to use because the state has huge sections of peat land. This study aims to comprehend the stabilisation of peat soil with waste products subjected to raise the unconfined compressive strength of the soil in order to improve the shear strength of the peat soil. Peat was stabilised using a concrete waste-derived additive. The ideal dosage of these compounds was utilised in the earlier study ratio. The effect of strength increase employing the stabilising approach was examined using the unconfined compressive strength test (UCS) at two (2) distinct curing days, namely 7 and 28 days of air curing. Results showed that concrete waste additive considerably increased the peat soil's strength. This work enhances the qualities of poor soils by making industrial and institutional waste more useful.
format Undergraduates Project Papers
author Norazlina, Razizi
author_facet Norazlina, Razizi
author_sort Norazlina, Razizi
title Waste To Product: Potential Of Concrete Waste Additive For Strength Improvement Of Peat Soil
title_short Waste To Product: Potential Of Concrete Waste Additive For Strength Improvement Of Peat Soil
title_full Waste To Product: Potential Of Concrete Waste Additive For Strength Improvement Of Peat Soil
title_fullStr Waste To Product: Potential Of Concrete Waste Additive For Strength Improvement Of Peat Soil
title_full_unstemmed Waste To Product: Potential Of Concrete Waste Additive For Strength Improvement Of Peat Soil
title_sort waste to product: potential of concrete waste additive for strength improvement of peat soil
publishDate 2023
url http://umpir.ump.edu.my/id/eprint/41031/1/RA21142_DRA2844_THESIS_22231.pdf
http://umpir.ump.edu.my/id/eprint/41031/
_version_ 1822924283907670016
score 13.235796