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| 1 | Composites with woven reinforcements: Calculation and parametric analysis of the properties of the homogeneous equivalent 显示文摘 | Paumelle P Hassim A Lene F | 1990 | La Recherche Aerospatiale1990，1，： | 1 |
| 2 | Implication of the Prevalence of Needlestick Injuries in a General Hospital in Malaysia and Its Risk in Clinical Practice显示文摘 | Lee LK Hassim IN | 2005 | Environ Health Prey Med2005，10，： | 1 |
| 3 | Improving ruminal degradability of oil palm fronds using white rot fungi 显示文摘 | RAHMAN M M LOURENO M HASSIM H A | 2011 | Animal Feed Science and Technology2011，169，34： | 1 |
| 4 | Assessment of critical constructability activities among Malaysian building contractors显示文摘 | Saghatforoush E Hassim S Jaafar M S | | 0，，03： | 1 |
| 5 | Study on Incidence of Needle Stick Injury and Factors Associated with This Problem among Medical Students显示文摘 | Norsayani M Y Noor Hassim I | 2003 | J Occup Health2003，45，3： | 1 |
| 6 | Inherent occupational health assessment during process research and development stage显示文摘 | Hassim M H Hurme M | 2010 | Journal of Loss Prevention in the Process Industries2010，23，1： | 1 |
| 7 | Laboratory fatigue evaluation of modified and unmodified asphalt binders in stone mastic asphalt mixtures using a newly developed crack meander technique 显示文摘 | MUNIANDY R AKHIRN A B C M HASSIM S | 2014 | Journal of Materials in Civil Engineering2014，59，3： | 1 |
| 8 | Inherent EHS considerations in process development显示文摘 | Mimi H Hassim Miina Grfinlund Markku Hurme | 2008 | Chemical Engi-neering Transactions2008，13，： | 1 |
| 9 | Health Risk Assessment of Emissions from a Coal-fired Power Plant Using AERMOD Modelling 显示文摘 | Mokhtar M M Hassim M H Taib R M | 2014 | Process Safety and Environmental Protection2014，92，5： | 1 |
| 10 | Itraconazole-and fluconazole-induced toxicity in rat hepatocytes:a comparative in vitro study显示文摘 | Somchit N Hassim SM Samsudin SH | 2002 | Hum Exo Toxicol2002，21，1： | 1 |
| 11 | Ultrasound aspects and risk factors associated with urogenital schistosomiasis among primary school children in Mali显示文摘Background Urogenital schistosomiasis is endemic in Mali and is a major cause of serious morbidity in large parts of the world.This disease is responsible for many socio-economic and public health issues.The aim of this study was to investigate the impact of the disease on morbidity and to describe demographic and socioeconomic factors in relation to the status of children with urogenital schistosomiasis in Mali.Methods We conducted a cross-sectional study in November 2021 of 971 children aged 6 to 14 years selected at random from six schools in three districts in the Kayes Region of Mali.Demographic and socioeconomic data were collected on survey forms.Clinical data were collected following a medical consultation.Hematuria was systematically searched for through the use of strips.The search for Schistosoma haematobium eggs in urine was done via the filtration method.The urinary tract was examined by ultrasound.Associations between each of these variables and disease infection were tested using multivariate logistic regression.Results The overall prevalence of urinary schistosomiasis detected was 50.2%.The average intensity of infection was 36 eggs/10 ml of urine.The associated risk factors for urogenital schistosomiasis showed that children who bathed,used the river/pond as a domestic water source,and who habitually urinated in the river/pond were more affected(P<0.05).Children with farming parents were most affected(P=0.032).The collection of clinical signs revealed that boys had more pollakiuria(58.6%)and dysuria(46.4%)than girls.Ultrasound data showed that focal lesion rates were recorded in all villages with the lowest rate in Diakalel(56.1%).Ultrasound and parasitological findings showed that irregularity and thickening were strongly associated with urinary schistosomiasis(P<0.0001).Conclusions Schistosoma haematobium infection was still endemic in the study site despite more than a decade of mass treatment with praziquantel.However,the high percentage of symptoms associated with high intensity reinforces the idea that further studies in terms of schistosomiasis-related morbidity are still needed. | Privat Agniwo Bakary Sidibé Assitan Diakité Safiatou Doumbo Niaré Hassim Guindo Ahristode Akplogan Moudachirou Ibikounlé Jérôme Boissier Abdoulaye Dabo | 2023 | Infectious Diseases of Poverty2023，12，2： | 0 |
| 12 | Behaviour of REE during weathering of granite in a tropical climate显示文摘 | Zainuddin Mdyusoff Husaini Omar Salehuddin Hassim | 2006 | Chinese Journal Of Geochemistry2006，25，B08： | 0 |
| 13 | Preliminary Investigation on Establishing a New Resilient Modulus Test Approach for Reduced Size Asphalt Mixture Samples Smaller Than 100 mm Diameter显示文摘The performance evaluation of existing flexible pavements has become a priority issue for many highway maintenances engineers.To make appropriate rehabilitation and management decisions,the engineers most often rely on efficient methods for the determination of the strength of pavement layers.Resilient modulus is a very important parameter to be identified and used in pavement design.The resilient moduli of asphalt mixtures are typically measured using the indirect tension test procedure in compliance with the ASTM D4123 standard that is superseded by ASTM D7369.The standard requirement is that the prepared specimens for the tests should have a minimum height of the sample over its diameter ratio of 0.4.Generally,specimens used in the tests are either a nominal 100 mm or 150 mm in diameter with a minimum thickness over diameter ratio of 0.4.However,100 mm diameter core specimens taken from site wearing courses with thicknesses ranging from 40 mm to 50 mm most often do not fulfil the minimum ratio of 0.4 after they are trimmed for testing.Since there was no any option,part of the binder courses had to be trimmed to make up for the minimum ratio requirement.This tends to result in inaccurate assessment of the resilient modulus values of the samples.As such,a new procedure was explored to test specimens smaller than 100 mm in diameter.This may minimize the material volume requirement from the field and also for the fabrication of smaller samples in the laboratory.Based on the available thickness of wearing course or overlay,the appropriate sizes were determined.For a two-layer system a 56.3 mm diameter was deemed necessary while a 37.5 mm diameter was observed to be appropriate for a three-layer system.Such an approach for resilient modulus test using miniature specimens of 56.3 mm and 37.5 mm in diameter has a great potential for practical relevance for the industry. | Ratnasamy Munaindy Francis Xavier Fauzan Jakarni Salihudin Hassim | 2020 | Journal of Traffic and Transportation Engineering2020，8，3： | 0 |
| 14 | Effect of Various Additives on the Low Temperature Performance of Petroleum Based Asphalt Binders显示文摘Transverse cracking is a prevalent problem that occurs in asphalt pavement binders in cold climates and diminishes the integrity of the road as well as shortens the life span of the road leading to premature failure.Current specification for testing petroleum asphalt binders for transverse and low temperature cracking is not elaborate enough to accurately model the engineering behaviour of the binders.Besides,neat asphalt derived from petroleum crude oil does not seem to perform well at certain low temperatures without some modification to it.Thus,a study was to be undertaken to determine the low temperature behaviour of 60-70 penetration neat binder modified with traditionally used materials such as Crushed Lime Stone Powder(CLP),Hydrated Lime(HL)and Cellulose Oil Palm Fiber(COPF)at temperatures 0°C,-5°C and-10°C.The study was carried using the state of the art Bending Beam Rheometer(BBR)to assess the stiffness value,m-value and deflection level.The tests were performed in accordance with AASHTO T 313-12 specification.The results of the penetration,rotational viscosity and softening point showed that all of the modified binder specimens are within the required range.However,the performance assessments on the modified petroleum binders with additive materials showed a varied nature with CL powder being the best and the COPF the lowest.It was also observed that the crushed lime stone powder had an increase in stiffness,reduction in deflection and m-value. | Ratnasamy Muniandy Fauzan Jakarni Salihudin Hassim Adedokun Oladimeji | 2020 | Journal of Traffic and Transportation Engineering2020，8，3： | 0 |
| 15 | Performance of Recycled Ceramic Waste as Aggregatesin Asphalt Mixtures显示文摘Ceramic waste materials are abundantly available in Malaysia from the production of ceramic tiles.In general,ceramic materials seem to possess low thermal conductivity characteristics that could reduce pavement temperatures when used as aggregates in asphalt mixtures.A study was undertaken to look into the performance of crushed ceramics incorporated in asphalt mixtures to replace the conventional granite aggregates from sizes 5.0 mm down including the 75 micron filler.The replacement was done proportionally with 0%,20%,40%,60%,80%and 100%ceramic aggregates by weight of granite.Several mix designs with various percentages of ceramic aggregates were formulated to determine the marshal properties such as stability,flow,and resilient modulus.In addition,the potential of ceramic aggregates in reducing the asphalt pavement temperatures was also studied.The outcome of the study showed that the ceramic aggregates in the asphalt mixtures were able to improve the performance of the mixture up to 20%which means there is a great potential for the use of it in road construction.Besides that,the rate of heating(RoH)compacted samples subjected to various temperatures dropped significantly as compared with the control granite specimens.The fatigue performance of the compacted and temperature conditioned ceramic asphalt mixtures displayed an interesting trend in terms of strain resistance at elevated temperatures. | Ratnasamy Muniandy Dhieyatul Husna Ismail Salihudin Hassim | 2019 | Journal of Traffic and Transportation Engineering2019，7，6： | 0 |
| 16 | Ability of rotary compactor in compacting consistent slabs and effect of rotary compaction on engineering properties of stone mastic asphalt mixtures显示文摘A new automatic rotary compactor and its abilities in compacting stone mastic asphalt(SMA) are presented. Following an overview of the rotary compactor and the compaction procedure, it is demonstrated that the rotary compactor is able to produce uniform slabs with the desired thickness of 65 mm all over around. Furthermore, 132 cored samples from the rotary compactor had been compacted uniformly with approximately 4% optimum air void content. In addition, performance tests results indicate that the rotary compactor produces asphalt mixtures with the requirements of resilient modulus, Marshall stability and flow. A weight factor was introduced for each fraction of aggregates in the degradation analysis to compensate the crushing effect of aggregates during mixing and compacting. | Ratnasamy Muniandy Hamed Haghighi Salihudin bin Hassim Danial Moazami | 2013 | Journal of Central South University2013，20，12： | 0 |
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