Roshazita Che Amat
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Roshazita Che Amat
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Roshazita, Che Amat
Alternative Name
Amat, Roshazita Che
Che Amat, Roshazita
Amat, R. C.
Che Amat, R.
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Scopus Author ID
55749971400

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  • Publication
    Workability and Density of Concrete Containing Coconut Fiber
    ( 2022-01-01)
    Ibrahim N.M.
    ;
    Rahim N.L.
    ;
    Roshazita Che Amat
    ;
    Rahim M.A.
    ;
    Woo C.K.
    ;
    Irnis Azura Zakaria
    ;
    Moncea A.
    Use of natural fiber in concrete to enhance the strength of concrete have been used widely and become as part of an alternative building materials. For instance, the use of coconut fiber (CF) which are non-hazardous, environmental-friendly and can improves the engineering properties of concrete. The aim of this study is to identify the workability and density of CF modified concrete. CF were added into the mixture in 3 different amount that is 200 g, 400 g, and 600 g. The size of the cube samples is 100 × 100 × 100 mm and were cured for 14 days, and 28 days. To evaluate the effect of CF in improving the properties of concrete, the properties of ordinary concrete are used as a reference which consist 0% CF. The fresh and hardened densities for all samples also show that when more fiber was added into mixture, densities reduced. As summary, the study shows that by adding CF in concrete reduced the workability and density of concrete.
  • Publication
    A study on Hydrogen Sulphide as potential tracer in landfill gas monitoring
    ( 2013)
    Tengku Nuraiti Tengku Izhar
    ;
    Zaity Syazwani Mohd Odli
    ;
    Irnis Azura Zakarya
    ;
    Farah Naemah Mohd Saad
    ;
    Tan Ley Binn
    ;
    Roshazita Che Amat
    ;
    Norlia Mohamad Ibrahim
    Municipal solid waste (MSW) landfills are one of the major source of hydrogen sulphide (H2S) which is the offensive odours potentially creating annoyance in adjacent communities. This project focuses on H2S emission from landfills in Perlis, Malaysia. Landfill gas (LFG) samples were collected and analyzed accordance with NIOSH method 6013. The mean concentrations of H2S in Kuala Perlis Landfill and Padang Siding Landfill are 210.68 ppm and 242.85 ppm respectively. High concentrations of H2S may be a concern for employees working on the landfill site. These results indicate that workers should use proper personal protection at landfill when involved in excavation, landfill gas collection, and refuse compaction. The formation of H2S most likely to be contributed by the biological conversion of sulfate from gypsum-rich soils and landfill wastewater treatment sludges by sulfate-reducing bacteria (SRB) which can utilize dissolved sulfate as an electron acceptor. H2S is conveniently detected by hand held analyzer, such Jerome meter, landfill gas analyzer. In the organic range, in the ease of detection range in the dispersion rate within the landfill site, the monitored H2S gas form a very noticeable concentration with the travelling wind direction. It proved that the dispersion rate of H2S are suitable as tracer to detect route of travelling in a certain distance.
  • Publication
    Comparing the Physical Properties of Coal Bottom Ash (CBA) Waste and Natural Aggregate
    ( 2022-01-01)
    Mohammed S.A.
    ;
    Ahmad M.R.A.
    ;
    Ibrahim N.M.
    ;
    Rahim N.L.
    ;
    Roshazita Che Amat
    ;
    Samsudin S.
    Coal bottom ash (CBA) is a co-combustion product material, which may cause hazards to human health and the environment. Rapid growth in technology causes the increase of CBA waste and this situation led to a waste disposal crisis. Reuse waste material as an alternative material instead of natural materials can led to sustainable and environmentally friendly construction. The main objective of this study is to determine the physical properties of CBA and its suitability to be used as replacement material in civil construction. The physical properties test conducted in this research were aggregate impact value test, aggregate crushed value test, flakiness and elongation test. The results show that the ability of CBA to resist sudden shock and repeated load was lesser than natural aggregate (NA). The differences of aggregate impact value (AIV) and aggregate crushing value (ACV), between NA and CBA were 50.4% and 48.9%, respectively. In addition, CBA has higher amount of flaky and elongated particles compared to NA. The flakiness index value for NA and CBA were 7.12% and 26.10%, respectively while the difference value of elongation index between NA and CBA was 37%. However, even though the properties of CBA were not as good as NA, the results for ACV and the flakiness index of CBA meet the minimum requirement of Jabatan Kerja Raya (JKR) Standard Specification which indicates that CBA has potential to be used in civil construction.
  • Publication
    Investigating the effect of steel wire and carbon black from worn out tyre on the strength of concrete
    ( 2024-10)
    Norlia Mohamad Ibrahim
    ;
    Ali Naqiuddin Zamah Shari
    ;
    Nur Zakiah Anis Abdul Rahim
    ;
    Nur Liza Rahim
    ;
    Mustaqqim Abdul Rahim
    ;
    Roshazita Che Amat
    ;
    Norshah Aizat Shuaib
    ;
    György Deak
    Technology in concrete is rapidly developing to improve the quality and properties of concrete. One of the many recycled materials is worn-out tyres. Currently, the use of tires is very widespread considering the use of vehicles that increase from time to time. Piles of discarded tires can cause a lot of damage to the environment. So, by using steel wire waste (SWW) as new fiber reinforcement in concrete and with the combination with carbon black (CB), it is hoped that, by doing this, not only it could improve the quality of concrete, but also preserves the environment. Therefore, the objective of this research was, to identify the properties of fresh concrete with the addition of SWW and CB, and also to investigate the physical and mechanical properties of hardened concrete, incorporating of SWW as additional fiber reinforcement and CB. For fresh concrete, workability using a slump test was conducted. Several tests were carried out on the properties of hardened concrete. Among them were compressive strength, flexural strength, splitting tensile strength, and water absorption. The physical appearance of the concrete has also been examined and recorded. There are four batches of concrete which consist of one control batch and three batches of concrete with various weights of SWW which are in the portion of 300 g, 600 g, and 900 g, and the weight of CB is maintained at 300 g for all batches. For workability, all concrete batches with the addition of SWW and CB show acceptable workability. For the case of the density of fresh concrete, samples containing 900 g addition of SWW have the highest density which was 2520 kg/m³, as expected. Results for water absorption show that the lowest value is contributed by the control sample which was 7.6%. For compressive and flexural strength, 300 g addition of SWW has the highest value which was 28.52 MPa for compressive strength and 7.52 MPa for flexural strength. Lastly, for splitting tensile strength, the highest value was also obtained when 300 g addition of SW was added which was 5.4 MPa. To conclude, SWW and CB can be added to concrete to obtain comparable strength of concrete. However, some modifications could be made to both recycle materials to improve concrete performance.
  • Publication
    Preservation of Natural Resources by Utilizing Combustion Ash In Concrete and Determination of Its Engineering Properties
    ( 2023-01-01)
    Norlia Mohamad Ibrahim
    ;
    Nur Liza Rahim
    ;
    Syakirah Afiza Mohammed
    ;
    Roshazita Che Amat
    ;
    Rahim M.A.
    ;
    Zailani W.W.A.
    ;
    Laslo L.
    ;
    Muhamad N.
    Due to the large amount of combustion ash being thrown into landfills, which can lead to environmental pollution, new alternatives to construction materials can be developed by utilising this combustion ash as a part of the main raw materials, while at the same time helping to preserve natural resources in the concrete manufacturing industry. Generally, using new waste materials will eventually affect the engineering properties of concrete. Therefore, the main objective of this study is to analyse the engineering properties of concrete containing combustion ash as a partial replacement for ordinary Portland cement (OPC). CA can be classified as combustion bottom ash (CBA) and combustion fly ash (CFA). CA is tested for its chemical compositions using X-Ray Fluorescence (XRF), and its four main compositions, which are silica, alumina, iron, and calcium, are examined and discussed extensively. Other testing for the property of CA includes Scanning Electron Microscopic (SEM) and specific gravity testing for coarse aggregate. To produce sustainable concrete from waste, several tests have been conducted to determine the engineering properties of the concrete, such as compressive strength, flexural strength, and splitting tensile strength. Results show that CA, which consists mainly of silica dioxide, contributed to the strength of concrete. SEM images show that CBA has a porous structure with an angular and rough texture, whereas CFA has more rounded particles, which influence the overall compressive strength. Furthermore, it was discovered that as the proportion of CBA utilised increased, the compressive strength, flexural strength, and splitting tensile strength of the concrete improved. Based on the results of the testing, CBA is suggested for use as a supplementary cementitious material in concrete.
  • Publication
    Exploring the potential of agricultural waste as natural resource-based adsorbents for methylene blue removal
    ( 2024-01-01)
    Nur Liza Rahim
    ;
    Muhamad Farid Idham Sulaiman
    ;
    Ain Nihla Kamarudzaman
    ;
    Norlia Mohamad Ibrahim
    ;
    Roshazita Che Amat
    ;
    Syakirahafiza Mohammed
    ;
    Norazian Mohamed Noor
    ;
    Deák G.
    ;
    Liyana Ahmad Sofri
    Excessive agricultural waste in the agricultural industry leads to various forms of pollution, including water pollution. To address this issue, there's a growing interest in finding alternative methods. One approach is to utilize agricultural waste as natural resource-based adsorbents to eliminate contaminants, such as the case of methylene blue (MB) in this study. The study specifically focuses on using rice husk (RH) from a local rice mill in Perlis, Malaysia, to absorb methylene blue. The structure of rice husk, characterized by scanning electron microscopy (SEM), reveals a coarser and more compact outer area, contributing to its absorption capacity for methylene blue. The study on rice husk involves three main aspects: contact time, adsorbent dosage, and dye concentration. The removal percentage of MB increased as the three studied adsorption parameters increased. The adsorption data were analyzed using Langmuir and Freundlich adsorption isotherms, with the the Freundlich Isotherms were found to be more suitable based on higher coefficient of correlation (R2) values compared to Langmuir. The pseudo-second-order kinetics model demonstrated a higher R2value (1.00) compared to the pseudo-first-order model (0.747). The results indicate promising potential for addressing pollution through sustainable means and provide insights into the adsorption process under varying conditions.
      2
  • Publication
    Effect of Incorporating Coal Bottom Ash on the Properties of Concrete
    ( 2023-01-01)
    Roshazita Che Amat
    ;
    Nur Liza Rahim
    ;
    Syakirah Afiza Mohammed
    ;
    Norlia Mohamad Ibrahim
    ;
    Matagi A.B.H.
    ;
    Muhamad N.
    ;
    Raischi M.
    ;
    Munif Bahatin
    Industrial waste without proper control may lead to contamination and cause environmental pollution. Transforming waste such as coal bottom ash (CBA) wastes into a sustainable construction material is so much help in reducing the waste in the surroundings and is also environmentally friendly. In this research, cement was replaced with CBA in the concrete to analyse the effect on concrete performance. Consequently, this project focuses on physical and mechanical properties of concrete before and after using CBA. In the design stage for concrete mixing, the ratio for raw materials selected was 1:1.35:3.2 for cement, sand, and aggregates, respectively (grade 25). Two different major categories of concrete were made and compared. The first category is ordinary concrete with control concrete mix (CM), while the second category is concrete which uses 5%, 10%, 15%, 20%, 25%, and 30% of CBA partial replacement in the volume of cement in the concrete mix. The samples we used in this research were cubes 100 mm x 100 mm x 100 mm prepared for the water absorption, density, and compression test. The workability of concrete containing CBA with fixed water quantity was lower corresponding to that of the control mix. The hardened concrete density was reduced, and the water absorption increased with an increased amount of ground CBA. The results for the compressive test of control samples are 22.940 N/mm at 28 days of curing, and the highest percentage was 10% CBA which is 28.28 MPa. Since the strength of the concrete with CBA is increasing so, modified concretes can be considered to use in construction.
      2
  • Publication
    Recycling municipal solid waste incineration bottom ash as cement replacement in concrete
    ( 2020-12-29)
    Roshazita Che Amat
    ;
    Khairul Nizar Ismail
    ;
    Norlia Mohamad Ibrahim
    ;
    Nur Liza Rahim
    Cement was a binder material that used in concrete industry. The cost production was very expensive due to the high global demand. Therefore, as a new alternative to replace the used of cement in concrete, which was bottom ash. The objectives of this study were to investigate properties of cement matric of concrete containing bottom ash, and to observe the ability of bottom ash as a binder. Based on the result on XRF, Ordinary Portland Cement and bottom ash had nearly similar compounds of Calcium and Silica. Results of slump test indicate that concrete contains of 10 %- 30% bottom ash cause the true slump. Determination of the capability and strength of concrete obtained from water absorption test. Percentage of water absorbed increases with increasingly of proportion bottom ash. The strength of concrete for compression test was 27.5 MPa for 10 % of bottom ash that achieved the targeted. Higher percentage of bottom ash replacement affected matrix C-S-H (calcium silicate-hydrate) bond. Interfacial transition zone surface and scanning electron microscope observations confirm these findings. Therefore, municipal solid waste incinerator bottom ash can act partly replace cement in concrete but would not exceed 30% of usage.
      2
  • Publication
    Reclamation and Reutilization of Incinerator Ash in Artificial Lightweight Aggregate
    ( 2022-01-01)
    Norlia Mohamad Ibrahim
    ;
    Roshazita Che Amat
    ;
    Mustaqqim Abdul Rahim
    ;
    Nur Liza Rahim
    ;
    Abdul Rahim Abdul Razak
    This study focused on the reclamation of ash from incineration process and development of new artificial lightweight aggregate (LWA) that have comparable properties with existing natural coarse aggregate. The main objective of this study is to examine potential use of recycled municipal solid waste incineration (MSWI) ash as raw material in LWA production with a method of cold-bonded pelletization. Two types of incineration ash which is bottom ash (BA) and fly ash (FA) were collected from Cameron Highland Incineration Plant, Malaysia. The properties of BA and FA are studied by means of X-Ray Fluorescence (XRF) and microstructure of these ashes were inspected using Scanning Electron Microscope (SEM). The properties of BALA and FALA produced in this study is examined including loose bulk density, water absorption and aggregate impact value (AIV). From the results of both types of artificial LWA, the lowest loose bulk density of BALA is BALA50 with 564.14 kg/m3and highest is at 831.19 kg/m3. For FALA50, lowest loose bulk density is 573.64 kg/m3and highest is 703.35 kg/m3. Water absorption of BALA and FALA is quite similar with one another in with the value of 23.8% and 22.6%, respectively. Generally, FALA have better qualities of LWA comparing with BALA with lower bulk density and water absorption and can be categorized as strong aggregate. In summary, reclamation and reutilization of incinerator ash has generated acceptable qualities for artificial LWA. Both types of BA and FA shown a great potential to be recycled as additional materials in artificial aggregate production.
      3  1
  • Publication
    Recycled Incineration Bottom Ash and Metakaolin as Sustainable Materials for Cement Replacement in Cementitious Composites
    ( 2023-01-01)
    Roshazita Che Amat
    ;
    Syakirah Afiza Mohammed
    ;
    Norlia Mohamad Ibrahim
    ;
    Nur Liza Rahim
    ;
    Khairel Rafezi Ahmad
    ;
    Raischi M.
    Study was related to the influence of the concrete properties by using different percentages of metakaolin and fixed percent of incineration bottom ash to partially replace the cement. Cement is a well-known building material and used for the construction in the world. Moreover, the used of metakaolin (MK) and incineration bottom ash (IBA) in this research would give significance to our environment as it can reduce the usage of cement in concrete. By using bottom ash, it could reduce the land filling space. The X-Ray Fluorescence (XRF) test was used to determine the chemical composition of IBA and MK. Four series of concrete have been examined, including control, IBA and MK were used as partial replacement for cement at 10%IBA + 10%MK, 10%IBA + 15%MK and 10%IBA + 20%MK of concrete mixes by volume. The curing period for the samples is 7 days and 28 days. To determine the properties of concrete, the tests such as slump test, density test, water absorption test, pulse velocity test, rebound hammer test and compression test were performed. The results proved that the strength development of 10%IBA + 10%MK concrete sample shows the highest compressive strength after 28 days of curing.
      2