{"id":{"repo_id":"uthm","oai_identifier":"oai:eprints.uthm.edu.my:614"},"canonical_url":"https://search.dev.ndltd.org/etd/uthm/oai:eprints.uthm.edu.my:614","repository":{"repo_id":"uthm","name":"Universiti Tun Hussein Onn Malaysia","base_url":"http://eprints.uthm.edu.my/cgi/oai2"},"display":{"title":"The potentials of pennisetum purpureum ash as cement replacement material","abstract":"Cement production requires non-renewable natural resources that will be depleted in coming years. An alternative needs to be found to promote sustainable development for the construction industry. Therefore, this study introduced Pennisetum Purpureum ash (PPA) as a natural pozzolan. Limited information was published on the influence of PPA particle size in cement products. Therefore, this study investigated the physical and chemical properties of PPA as a cement replacement material and the effects of particle sizes of PPA with different replacement percentages on compressive strength and water absorption of cement mortar. The morphology of mortar containing PPA was also analysed. The PPA was prepared through controlled burning and grinding process before going through particle size analysis, XRF and SEM. The PPA used were ground for 1 hour (1H-PPA), 3 hours (3H-PPA) and 6 hours (6H-PPA) while the percentage of replacement in mortar were 5%, 10%, 15%, and 20%. The mortar was cured for 3, 7 and 28 days for mechanical properties characterisation. It was found that the particle size of PPA decreased as the time of grinding increased, which also increased the surface area. The particle size for 1HPPA, 3H-PPA and 6H-PPA were 9.30μm, 10.25μm and 10.58μm respectively. The total reactive oxides for 1H-PPA, 3H-PPA and 6H-PPA were 38%, 37% and 41.1% respectively while the loss on ignition were above 5%. As a conclusion, the grinding process degraded the honeycomb-like PPA structure into smaller particle size with highly irregular shape but in better dispersion. The 15% replacement of 6H-PPA mortar at 28 days showed the significant performance (30.07 N/mm2 of strength) with increment strength by 43.74% compared to control mortar with the lowest water absorption rate of 8.2%.","abstract_html":"Cement production requires non-renewable natural resources that will be depleted in coming years. An alternative needs to be found to promote sustainable development for the construction industry. Therefore, this study introduced Pennisetum Purpureum ash (PPA) as a natural pozzolan. Limited information was published on the influence of PPA particle size in cement products. Therefore, this study investigated the physical and chemical properties of PPA as a cement replacement material and the effects of particle sizes of PPA with different replacement percentages on compressive strength and water absorption of cement mortar. The morphology of mortar containing PPA was also analysed. The PPA was prepared through controlled burning and grinding process before going through particle size analysis, XRF and SEM. The PPA used were ground for 1 hour (1H-PPA), 3 hours (3H-PPA) and 6 hours (6H-PPA) while the percentage of replacement in mortar were 5%, 10%, 15%, and 20%. The mortar was cured for 3, 7 and 28 days for mechanical properties characterisation. It was found that the particle size of PPA decreased as the time of grinding increased, which also increased the surface area. The particle size for 1HPPA, 3H-PPA and 6H-PPA were 9.30μm, 10.25μm and 10.58μm respectively. The total reactive oxides for 1H-PPA, 3H-PPA and 6H-PPA were 38%, 37% and 41.1% respectively while the loss on ignition were above 5%. As a conclusion, the grinding process degraded the honeycomb-like PPA structure into smaller particle size with highly irregular shape but in better dispersion. The 15% replacement of 6H-PPA mortar at 28 days showed the significant performance (30.07 N/mm2 of strength) with increment strength by 43.74% compared to control mortar with the lowest water absorption rate of 8.2%.","abstract_has_math":false,"creators":["Nik Pa, Nik Nadia Amira"],"institution":"Universiti Tun Hussein Onn Malaysia","degree_name":"mphil","degree_level":"masters","degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2019,"date_issued":"2019-08","date_published":"2019-08","updated_at":"2026-07-24T05:47:59Z","subjects":["TA401-492 Materials of engineering and construction. Mechanics of materials"],"languages":["en"],"rights":[],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":null,"outbound_label":null,"outbound_source":null},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:creator","label":"Author","values":["Nik Pa, Nik Nadia Amira"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["2019-08"]},{"key":"dc:date.issued","label":"Date","values":["2019-08"]},{"key":"dc:publisher.department","label":"Dc Publisher Department","values":["Fakulti Kejuruteraan Awam dan Alam Bina"]},{"key":"dc:publisher.institution","label":"Dc Publisher Institution","values":["Universiti Tun Hussein Onn Malaysia"]},{"key":"dc:relation.isreferencedby","label":"Dc Relation Isreferencedby","values":["http://eprints.uthm.edu.my/614/"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]},{"key":"dc:type.qualificationlevel","label":"Dc Type Qualificationlevel","values":["masters"]},{"key":"dc:type.qualificationname","label":"Dc Type Qualificationname","values":["mphil"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["TA401-492 Materials of engineering and construction. Mechanics of materials"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["en"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://eprints.uthm.edu.my/614/1/24p%20NIK%20NADIA%20AMIRA%20NIK%20PA.pdf","http://eprints.uthm.edu.my/614/2/NIK%20NADIA%20AMIRA%20NIK%20PA%20COPYRIGHT%20DECLARATION.pdf","http://eprints.uthm.edu.my/614/3/NIK%20NADIA%20AMIRA%20NIK%20PA%20WATERMARK.pdf"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["Cement production requires non-renewable natural resources that will be depleted in coming years. An alternative needs to be found to promote sustainable development for the construction industry. Therefore, this study introduced Pennisetum Purpureum ash (PPA) as a natural pozzolan. Limited information was published on the influence of PPA particle size in cement products. Therefore, this study investigated the physical and chemical properties of PPA as a cement replacement material and the effects of particle sizes of PPA with different replacement percentages on compressive strength and water absorption of cement mortar. The morphology of mortar containing PPA was also analysed. The PPA was prepared through controlled burning and grinding process before going through particle size analysis, XRF and SEM. The PPA used were ground for 1 hour (1H-PPA), 3 hours (3H-PPA) and 6 hours (6H-PPA) while the percentage of replacement in mortar were 5%, 10%, 15%, and 20%. The mortar was cured for 3, 7 and 28 days for mechanical properties characterisation. It was found that the particle size of PPA decreased as the time of grinding increased, which also increased the surface area. The particle size for 1HPPA, 3H-PPA and 6H-PPA were 9.30μm, 10.25μm and 10.58μm respectively. The total reactive oxides for 1H-PPA, 3H-PPA and 6H-PPA were 38%, 37% and 41.1% respectively while the loss on ignition were above 5%. As a conclusion, the grinding process degraded the honeycomb-like PPA structure into smaller particle size with highly irregular shape but in better dispersion. The 15% replacement of 6H-PPA mortar at 28 days showed the significant performance (30.07 N/mm2 of strength) with increment strength by 43.74% compared to control mortar with the lowest water absorption rate of 8.2%."]},{"key":"dc:format","label":"Dc Format","values":["text"]},{"key":"dc:title","label":"Title","values":["The potentials of pennisetum purpureum ash as cement replacement material"]}]}],"canonical_facts":{"dc:creator":["Nik Pa, Nik Nadia Amira"],"dc:date":["2019-08"],"dc:date.issued":["2019-08"],"dc:description.abstract":["Cement production requires non-renewable natural resources that will be depleted in coming years. An alternative needs to be found to promote sustainable development for the construction industry. Therefore, this study introduced Pennisetum Purpureum ash (PPA) as a natural pozzolan. Limited information was published on the influence of PPA particle size in cement products. Therefore, this study investigated the physical and chemical properties of PPA as a cement replacement material and the effects of particle sizes of PPA with different replacement percentages on compressive strength and water absorption of cement mortar. The morphology of mortar containing PPA was also analysed. The PPA was prepared through controlled burning and grinding process before going through particle size analysis, XRF and SEM. The PPA used were ground for 1 hour (1H-PPA), 3 hours (3H-PPA) and 6 hours (6H-PPA) while the percentage of replacement in mortar were 5%, 10%, 15%, and 20%. The mortar was cured for 3, 7 and 28 days for mechanical properties characterisation. It was found that the particle size of PPA decreased as the time of grinding increased, which also increased the surface area. The particle size for 1HPPA, 3H-PPA and 6H-PPA were 9.30μm, 10.25μm and 10.58μm respectively. The total reactive oxides for 1H-PPA, 3H-PPA and 6H-PPA were 38%, 37% and 41.1% respectively while the loss on ignition were above 5%. As a conclusion, the grinding process degraded the honeycomb-like PPA structure into smaller particle size with highly irregular shape but in better dispersion. The 15% replacement of 6H-PPA mortar at 28 days showed the significant performance (30.07 N/mm2 of strength) with increment strength by 43.74% compared to control mortar with the lowest water absorption rate of 8.2%."],"dc:format":["text"],"dc:identifier.uri":["http://eprints.uthm.edu.my/614/1/24p%20NIK%20NADIA%20AMIRA%20NIK%20PA.pdf","http://eprints.uthm.edu.my/614/2/NIK%20NADIA%20AMIRA%20NIK%20PA%20COPYRIGHT%20DECLARATION.pdf","http://eprints.uthm.edu.my/614/3/NIK%20NADIA%20AMIRA%20NIK%20PA%20WATERMARK.pdf"],"dc:language":["en"],"dc:publisher.department":["Fakulti Kejuruteraan Awam dan Alam Bina"],"dc:publisher.institution":["Universiti Tun Hussein Onn Malaysia"],"dc:relation.isreferencedby":["http://eprints.uthm.edu.my/614/"],"dc:subject":["TA401-492 Materials of engineering and construction. Mechanics of materials"],"dc:title":["The potentials of pennisetum purpureum ash as cement replacement material"],"dc:type":["Thesis"],"dc:type.qualificationlevel":["masters"],"dc:type.qualificationname":["mphil"]},"updated_at":"2026-07-24T05:47:59Z"}