Effect of Buoyancy, Compressive Strength, and Shear Strength of Polyurethane-Clay Composite (PU-CC) Doped with Polyurethane Filler Waste in Soft Clay Application

The application of polyurethane waste as a filler is one of the most cost-effective strategies for enhancing the geotechnical properties in soils. The PU waste from manufacturing economies was prepared with alkaline solutions by submerging into a 0.05 M sodium hydroxide (NaOH) before sieving to 300m...

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Main Authors: Atil, Aida Atiqah, Mat Hassan, Nik Normunira, Roseli, Adyla Illyana, Mohamed Yusop, Fatimah, Mohd Rus, Anika Zafiah, Marsi, Noraini, Tuan Ismail, Tuan Noor Hasanah, Yahya, Nur Faezah, Leman, Abdul Mutalib
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Language:English
Published: semarak ilmu 2023
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Online Access:http://eprints.uthm.edu.my/10606/1/J16597_c02e46c1ab7d22965800dcef8ffbc736.pdf
http://eprints.uthm.edu.my/10606/
https://doi.org/10.37934/araset.31.3.106114
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spelling my.uthm.eprints.106062024-01-15T07:30:24Z http://eprints.uthm.edu.my/10606/ Effect of Buoyancy, Compressive Strength, and Shear Strength of Polyurethane-Clay Composite (PU-CC) Doped with Polyurethane Filler Waste in Soft Clay Application Atil, Aida Atiqah Mat Hassan, Nik Normunira Roseli, Adyla Illyana Mohamed Yusop, Fatimah Mohd Rus, Anika Zafiah Marsi, Noraini Tuan Ismail, Tuan Noor Hasanah Yahya, Nur Faezah Leman, Abdul Mutalib T Technology (General) The application of polyurethane waste as a filler is one of the most cost-effective strategies for enhancing the geotechnical properties in soils. The PU waste from manufacturing economies was prepared with alkaline solutions by submerging into a 0.05 M sodium hydroxide (NaOH) before sieving to 300m sizes. The PU waste as filler was prepared using two heat exposure from microwaves and drying ovens at 60°C and left for 3 hours. Then, the treated and untreated Polyurethane-Clay Composite (PU-CC) was prepared at the different ratios of PU waste filler (2.5%, 5%, 7.5%, and 10%). The physical properties of treated and untreated Polyurethane-Clay Composite (PU-CC) were examined utilizing buoyancy force, unconfined compressive strength (UCS), and direct shear strength, respectively. The result exhibited that the PU-CCTO has the highest buoyancy force at 10% of PU-CCTO10 samples at 50%, followed by 45% of PUCCTM10 and 8% of PU-CCUN2.5. The UCS and shear strength of PU-CCTO10 are evidently the highest at 300 kPa and 50 kPa, respectively, followed by PU-CCTM2.5 at 130 kPa and 19 kPa and PU-CCUN2.5 at 100 kPa and 15 kPa. PU-CCTO treated by drying oven has the highest buoyancy force at 10% of PU-CCTO10 samples at 50%, followed by 45% of PUCCTM10 treated by microwave, and the lowest at 2.5 wt% of PU-CCUN2.5 untreated at 8%. In a nutshell, the prospective PU-CCTO is superior to the PU-CCUN and PU-CCTM related of the potential for overheating and burning the PU filler powder during the microwave processing procedure. In conclusion, the 10 wt% of PU filler treated by the drying oven method as a PU clay composite has the potential as an alternative material to improve the compressive strength, shear strength, and buoyancy force in soil improvement. semarak ilmu 2023 Article PeerReviewed text en http://eprints.uthm.edu.my/10606/1/J16597_c02e46c1ab7d22965800dcef8ffbc736.pdf Atil, Aida Atiqah and Mat Hassan, Nik Normunira and Roseli, Adyla Illyana and Mohamed Yusop, Fatimah and Mohd Rus, Anika Zafiah and Marsi, Noraini and Tuan Ismail, Tuan Noor Hasanah and Yahya, Nur Faezah and Leman, Abdul Mutalib (2023) Effect of Buoyancy, Compressive Strength, and Shear Strength of Polyurethane-Clay Composite (PU-CC) Doped with Polyurethane Filler Waste in Soft Clay Application. Journal of Advanced Research in Applied Sciences and Engineering Technology, 31 (3). pp. 106-114. ISSN 2462-1943 https://doi.org/10.37934/araset.31.3.106114
institution Universiti Tun Hussein Onn Malaysia
building UTHM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
url_provider http://eprints.uthm.edu.my/
language English
topic T Technology (General)
spellingShingle T Technology (General)
Atil, Aida Atiqah
Mat Hassan, Nik Normunira
Roseli, Adyla Illyana
Mohamed Yusop, Fatimah
Mohd Rus, Anika Zafiah
Marsi, Noraini
Tuan Ismail, Tuan Noor Hasanah
Yahya, Nur Faezah
Leman, Abdul Mutalib
Effect of Buoyancy, Compressive Strength, and Shear Strength of Polyurethane-Clay Composite (PU-CC) Doped with Polyurethane Filler Waste in Soft Clay Application
description The application of polyurethane waste as a filler is one of the most cost-effective strategies for enhancing the geotechnical properties in soils. The PU waste from manufacturing economies was prepared with alkaline solutions by submerging into a 0.05 M sodium hydroxide (NaOH) before sieving to 300m sizes. The PU waste as filler was prepared using two heat exposure from microwaves and drying ovens at 60°C and left for 3 hours. Then, the treated and untreated Polyurethane-Clay Composite (PU-CC) was prepared at the different ratios of PU waste filler (2.5%, 5%, 7.5%, and 10%). The physical properties of treated and untreated Polyurethane-Clay Composite (PU-CC) were examined utilizing buoyancy force, unconfined compressive strength (UCS), and direct shear strength, respectively. The result exhibited that the PU-CCTO has the highest buoyancy force at 10% of PU-CCTO10 samples at 50%, followed by 45% of PUCCTM10 and 8% of PU-CCUN2.5. The UCS and shear strength of PU-CCTO10 are evidently the highest at 300 kPa and 50 kPa, respectively, followed by PU-CCTM2.5 at 130 kPa and 19 kPa and PU-CCUN2.5 at 100 kPa and 15 kPa. PU-CCTO treated by drying oven has the highest buoyancy force at 10% of PU-CCTO10 samples at 50%, followed by 45% of PUCCTM10 treated by microwave, and the lowest at 2.5 wt% of PU-CCUN2.5 untreated at 8%. In a nutshell, the prospective PU-CCTO is superior to the PU-CCUN and PU-CCTM related of the potential for overheating and burning the PU filler powder during the microwave processing procedure. In conclusion, the 10 wt% of PU filler treated by the drying oven method as a PU clay composite has the potential as an alternative material to improve the compressive strength, shear strength, and buoyancy force in soil improvement.
format Article
author Atil, Aida Atiqah
Mat Hassan, Nik Normunira
Roseli, Adyla Illyana
Mohamed Yusop, Fatimah
Mohd Rus, Anika Zafiah
Marsi, Noraini
Tuan Ismail, Tuan Noor Hasanah
Yahya, Nur Faezah
Leman, Abdul Mutalib
author_facet Atil, Aida Atiqah
Mat Hassan, Nik Normunira
Roseli, Adyla Illyana
Mohamed Yusop, Fatimah
Mohd Rus, Anika Zafiah
Marsi, Noraini
Tuan Ismail, Tuan Noor Hasanah
Yahya, Nur Faezah
Leman, Abdul Mutalib
author_sort Atil, Aida Atiqah
title Effect of Buoyancy, Compressive Strength, and Shear Strength of Polyurethane-Clay Composite (PU-CC) Doped with Polyurethane Filler Waste in Soft Clay Application
title_short Effect of Buoyancy, Compressive Strength, and Shear Strength of Polyurethane-Clay Composite (PU-CC) Doped with Polyurethane Filler Waste in Soft Clay Application
title_full Effect of Buoyancy, Compressive Strength, and Shear Strength of Polyurethane-Clay Composite (PU-CC) Doped with Polyurethane Filler Waste in Soft Clay Application
title_fullStr Effect of Buoyancy, Compressive Strength, and Shear Strength of Polyurethane-Clay Composite (PU-CC) Doped with Polyurethane Filler Waste in Soft Clay Application
title_full_unstemmed Effect of Buoyancy, Compressive Strength, and Shear Strength of Polyurethane-Clay Composite (PU-CC) Doped with Polyurethane Filler Waste in Soft Clay Application
title_sort effect of buoyancy, compressive strength, and shear strength of polyurethane-clay composite (pu-cc) doped with polyurethane filler waste in soft clay application
publisher semarak ilmu
publishDate 2023
url http://eprints.uthm.edu.my/10606/1/J16597_c02e46c1ab7d22965800dcef8ffbc736.pdf
http://eprints.uthm.edu.my/10606/
https://doi.org/10.37934/araset.31.3.106114
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score 13.214268