Abdul Latif Abdul Rani
Thumbnail Image
Preferred name
Abdul Latif Abdul Rani
Official Name
Abdul Latif, Abdul Rani
Alternative Name
Abdul Rani, A.L.
Rani, Abdul Latif Abdul
Abdul Rani, Abdul Latif
Main Affiliation
Scopus Author ID
57211994247
Researcher ID
DWV-8953-2022

Research Output

Filters

8
2 1
8
Reset filters

Settings
Now showing 1 - 8 of 8
Thumbnail Image
Publication

Studies on factors affecting unconfined compressive strength of industrial rubber sludge containing heavy metals treated using ordinary Portland cement via stabilization/solidification technique

2020-12-18 , Abdul Latif Abdul Rani , Najihah Abdul Rashid , Muhd Afiq Hizami Abdullah , Mohd Firdaus Omar , Salim A.S. , Anuar N.A.I.

High concentration of selected heavy metals within industrial rubber sludge collected from rubber industry wastewater treatment plant has classified the waste as scheduled waste. Special treatment to the waste by using ordinary Portland cement via solidification/stabilization (S/S) technique has been performed in laboratory scale. The objective of this research is to determine related factors that affect unconfined compressive strength (UCS) performance of stabilised/solidified (s/s) cube specimens which contains industrial rubber sludge waste. Other parameters observed include the curing condition (i.e. air and water immersion curing method), waste composition, specimen age and density. The prepared fresh mix were cast in plastic moulds in order to produce 50 mm3 cubical shape specimens and leaved to set approximately 24 to 48 hours. The prepared specimen batches are S1 (90% OPC + 10% waste), S2 (70% OPC + 30% waste), S3 (50% OPC + 50% waste). UCS was performed on respective specimen age of 7 and 28 days. Positive results were obtained as relatively the average compressive strength of 7 day air cured specimens reach 5.25 MPa, 5.28 MPa, and 2.16 MPa for S1, S2 and S3.While, 28 days air cured specimens results are 9.59 MPa, 8.01 MPa, and 1.46 MPa for S1, S2, and S3 respectively. As for water immersion, the compressive strengths are 8.19 MPa, 4.93 MPa, and 1.90 MPa for 7 days, and 7.75 MPa, 10.10 MPa, and 2.11 MPa for 28 days at respective S1, S2 and S3 sequence. As conclusion, the specimens prepared passed the minimum requirement for secured landfill disposal which is at 1 MPa.

View
Thumbnail Image
Publication

Effect of Cycling Time Strategy on the Treatment of Industrial Latex Wastewater with Granular Sludge

2020-07-09 , Najihah Abdul Rashid , Abdul Latif Abdul Rani , Omar M.F. , Abdullah M.A.H.

Effects of cycling time on the performance of granular sludge in sequencing batch reactors (SBR) were evaluated. Two reactors, reactor 1 (R1) and reactor 2 (R2) was introduced to industrial wastewater with varying chemical oxygen demand (COD) loadings from as low as 0.01 to 0.28 kgCOD/m3/d. However granules in R1 utilizes cycling time of 24 hours whilst R2 utilizes cycling time of 4 hours. The overall performance for both reactors were excellent, where COD removal efficiency was kept at about 78 % to 98 % removal. Although higher COD removal was observed for both reactors, granulation did not occur in R1 when applying cycling time of 24 hours. In contrast to R2, decrement of cycling time to 4 hours promotes the growth of dense and structured sludge granules.

View
No Thumbnail Available
Publication

Investigation of Biosand Filter (BSF) on the Treatment Performance of Industrial Latex Wastewater

2024 , Najihah Abdul Rashid , Abdul Latif Abdul Rani , M F Omar , N A Zainol , Salwa Mohd Zaini Makhtar , Mahyun Ab Wahab , Nabilah Aminah Lutpi , Farrah Aini Dahalan

Biosand Filters (BSF) has great potential to improve the water quality. BSF is used extensively in the treatment of drinking water in rural areas because it is affordable, simple to use, and has a high removal efficiency. This study used actual latex effluent to examine the effectiveness of SBR. The growth of the biolayer in the BSF is also observed. This study analyzes consistent and stable results for COD, DO and NH4-N+. With removal performance ranging from 87 % to 99 %. DO value for BSF varied from lowest value of 1.5 mg/L to 8mg/L. Overall, the BSF was capable of producing treated water for water reclamation.

View
Thumbnail Image
Publication

Investigation of Biosand Filter (BSF) on the Treatment Performance of Industrial Latex Wastewater

2024-01-01 , Najihah Abdul Rashid , Abdul Latif Abdul Rani , Mohd Firdaus Omar , Zainol N.A. , Salwa Mohd Zaini Makhtar , A B Wahab M. , Nabilah Aminah Lutpi , Farrah Aini Dahalan

Biosand Filters (BSF) has great potential to improve the water quality. BSF is used extensively in the treatment of drinking water in rural areas because it is affordable, simple to use, and has a high removal efficiency. This study used actual latex effluent to examine the effectiveness of SBR. The growth of the biolayer in the BSF is also observed. This study analyzes consistent and stable results for COD, DO and NH4-N+. With removal performance ranging from 87 % to 99 %. DO value for BSF varied from lowest value of 1.5 mg/L to 8mg/L. Overall, the BSF was capable of producing treated water for water reclamation.

View
Thumbnail Image
Publication

Aerobic granules cultivated using industrial rubber wastewater: Effect of size distribution and Performance of granules.

2020-12-18 , Najihah Abdul Rashid , Abdul Latif Abdul Rani , Mardhiah Farhana Omar , Muhd Afiq Hizami Abdullah

Sequential batch reactors (SBR) have been successfully developed granular sludge using industrial rubber wastewater on a cylindrical shaped SBR. SBR was introduced to industrial wastewater with varying chemical oxygen demand (COD) loadings from as low as 0.01 to 0.28 kgCOD/m3/d. First phase of experiment utilized 24 hours cycle time whilst second phase of experiment utilized 4 hours cycle time. Granules were successfully developed at the second phase (4 hours) of experiment. Fortunately, the overall performance for both cycles were excellent. COD removal efficiency throughout the experiment was kept at about 78 % to 98 %. Although higher COD removal was observed for both cycle, granulation did not occur in the first phase (24 hours). Decrement of cycling time to 4 hours promotes the growth of dense and structured sludge granules.

View
No Thumbnail Available
Publication

Analysis of selected heavy metals leaching from stabilized/solidified specimens containing rubber sludge waste treated using ordinary Portland cement and rice hush ash

2024-03-21 , Abdul Latif Abdul Rani , Najihah Abdul Rashid

Heavy metals bearing waste originate from biological rubber wastewater treatment plant has addressed a significant threat to the environment due to its leaching problem as waste comes in contact with water run-off during raining. Prolong cumulative pollution of heavy metals was unacceptable. As solution to this problem, a treatment of rubber sludge waste was performed using ordinary Portland cement and rice husk ash (via stabilisation/solidification technique) aimed to reduce the leaching of the selected heavy metals originated from the waste. The proposed treatment was purposely used to transform the waste from hazardous to non-hazardous material so that it can be safely disposed in a sanitary landfill. The objective of this study was to determine the leaching components and its pattern of treated sample later known as stabilised/solidified specimen. Findings from this study shows the leaching of selected heavy metals such as Iron (Fe), Calcium (Ca) and Magnesium (Mg) are fluctuated in general for each batch with declining pattern as the leaching duration increases. However, leaching of iron from the immersed stabilised/solidified (i.e. tank leaching) specimens of both control and sample batches were found to be above the Standard A Industrial Effluent permissible limit at 1 ppm of Fe.

View
No Thumbnail Available
Publication

Analysis of lead (Pb) leaching from stabilized/solidified sample containing rubber sludge waste treated using ordinary Portland cement and rice husk ash

2022-11-18 , Abdul Latif Abdul Rani , Najihah Abdul Rashid

Lead (Pb) contaminated sludge originating from industrial rubber wastewater treatment has become a serious problem if been direct disposed in landfill. Lead has been recognized as harmful toxic heavy metals and capable to cause carcinogenic effect to human and other living creatures. The leaching of Pb from this waste can leads to more severe environmental problem associated with the contribution by water run-off, groundwater and surface water contaminations. An attempt to treat the rubber sludge using ordinary Portland cement and rice husk ash using stabilization/solidification technique has been performed in this study. Objective of this study is to evaluate the effectiveness of ordinary Portland cement and rice husk ash mixtures in reducing the leachability of lead in stabilized/solidified specimen. Based on the findings, it is revealed that lead from leaching of sample batches prepared (i.e. OWR1, OWR2 and OWR3) have successfully reduced as compared to the control batches. The combination of ordinary Portland cement and rice husk ash were proven to reduce the leaching of lead into the leachant closed to acceptable limit which was at 15?ppm.

View
Thumbnail Image
Publication

Competitiveness of Industrialised Building System (IBS) and Conventional Method in Construction Industry in Terms of Quality

2023-10-04 , Mardhiah Farhana Omar , Muhd Afiq Hizami Abdullah , Najihah Abdul Rashid , Fatt H.L. , Abdul Latif Abdul Rani , Ishak H.

Construction quality is defined as the achievement of a satisfactory level of performance in construction work. One of the variables considered in the management of construction projects is quality. The quality of the building can be determined by its performance and compliance with all applicable requirements. However, the construction sector is facing difficulties because the quality of several projects has fallen short of expectations. As a result, the problem of lack of attention to construction quality must be addressed. Therefore, the objective of this study is to identify the elements that affect construction quality in the construction sector when IBS are used compared to conventional techniques, as well as to evaluate the success of construction with IBS compared to conventional methods in terms of quality. The final objective is to evaluate the link between the elements affecting the building quality in the Industrial Building System (IBS) and the conventional technology, as well as the quality success of the building. In this study, the quantitative analysis was conducted through questionnaire surveys that included the G7 construction companies in Selangor interested in building quality. Stratified random sampling approach was used in this study. QLASSIC was conducted by 130 Class 7 contractors from Selangor registered with the CIDB. This means that 97 people from the population are needed to complete the questionnaires. The results suggest that the most important elements affecting construction quality are that the construction of IBS components is not affected by extreme weather conditions because the prefabricated components are manufactured in a controlled environment, unlike the traditional technique. In addition, unlike traditional methods, IBS requires the use of professional personnel to install the structural components. As a result, the quality of a building can increases and defects can be reduced if it is successful. The importance of this study is that it will help contractors improve their quality on certain jobs and reduce unsatisfactory results in the future.

View