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  • 1
    Online Resource
    Online Resource
    American Scientific Publishers ; 2020
    In:  Journal of Computational and Theoretical Nanoscience Vol. 17, No. 2 ( 2020-02-01), p. 1032-1036
    In: Journal of Computational and Theoretical Nanoscience, American Scientific Publishers, Vol. 17, No. 2 ( 2020-02-01), p. 1032-1036
    Abstract: Blended concrete has later strength development with long maturity strength development. An accelerator is thus needed to enhance the early strength development of concrete. This paper shows the combination of ground palm oil fuel ash and eggshell powder that was designed for later and early strength development, respectively. Two types of eggshell powder were utilised in concrete: uncarbonised eggshell powder and decarbonised eggshell powder. The study was initiated with compression test for concrete curing at age 1, 3, 7, and 28 days followed by rapid evaluation test of setting time to investigate the preliminary performance between materials. The results revealed decarbonised eggshell powder as a high accelerator that can improve the early age of concrete strength development. Meanwhile, despite showing the best performance, uncarbonised eggshell powder is a very low accelerator thus not fit the purpose. In conclusion, the combination of ground palm oil fuel ash (rich with silica oxide) and decarbonised eggshell powder (rich with calcium oxide) provided dual function, where ground palm oil fuel ash and decarbonised eggshell powder took later and early strength development, respectively. The combination between silica oxide and calcium oxide in cementitious materials has potential to be utilised to enhance the early age of a blended concrete strength development.
    Type of Medium: Online Resource
    ISSN: 1546-1955
    Language: English
    Publisher: American Scientific Publishers
    Publication Date: 2020
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  • 2
    In: E3S Web of Conferences, EDP Sciences, Vol. 347 ( 2022), p. 02008-
    Abstract: Interlocking Hollow Block System (IHBS) is a reasonable solution for conventional block masonry due to its structural ability and building capability. In addition, economic and ecological building of brickwork can be achieved by incorporating fly ash into IHBS. The main aim of the research is to produce interlocking compressed hollow block that satisfy the standard requirement as in Eurocode 6. The study is essentially divided into 2 phases, block production and block compression testing. This paper studies on the compressive strength of interlocking hollow clay block with various compositions including laterite soil, cement, sand and fly ash. The optimum mix design is achieved with minimum compressive strength of 7 MPa, which comply with the standard BS 5628-1:1992 Code of practice for Use of masonry – Part 1: Structural use of unreinforced masonry. Test result on addition of fly ash revealed that the optimum fly ash content was 2% with the highest compressive strength of 10 MPa. The results of this study show that the proposed block mixture meets the standard strength requirements and the structural performance of the masonry block is improved by adding fly ash into the mix design.
    Type of Medium: Online Resource
    ISSN: 2267-1242
    Language: English
    Publisher: EDP Sciences
    Publication Date: 2022
    detail.hit.zdb_id: 2755680-3
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  • 3
    Online Resource
    Online Resource
    IOP Publishing ; 2020
    In:  IOP Conference Series: Earth and Environmental Science Vol. 476, No. 1 ( 2020-04-01), p. 012005-
    In: IOP Conference Series: Earth and Environmental Science, IOP Publishing, Vol. 476, No. 1 ( 2020-04-01), p. 012005-
    Abstract: The Ministry of Housing and Local Government (KPKT) initiated Safe City Program in August 2004 as a move towards creating a safe communities and environment in urban areas to improve public quality of life. It served as a crime prevention measure in ensuring the crime rate in the city can be reduced and enables the residents to live, comfortably and safely without fear. To implement this program, each municipal council’s department of town and country planning lead the effort by designing a safe environment and reduce the chance to commit crimes. This study aims to evaluate public awareness of safe city program implementation in Johor Bahru district. Community engagement is important to make sure local community fully aware about safe city program and help in making the program successful. To determine the level of awareness, 80 questionnaires were distributed to public community around affected areas. The data were then analysed using spread sheet program and SPSS. Result has shown that public awareness is closely related with physical visibility for each safe city initiatives. The significant of the study is to provide strategy to increase public awareness for the continuation of safe city program in the future.
    Type of Medium: Online Resource
    ISSN: 1755-1307 , 1755-1315
    Language: Unknown
    Publisher: IOP Publishing
    Publication Date: 2020
    detail.hit.zdb_id: 2434538-6
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  • 4
    In: IOP Conference Series: Materials Science and Engineering, IOP Publishing, Vol. 431 ( 2018-11-08), p. 082004-
    Type of Medium: Online Resource
    ISSN: 1757-899X
    Language: Unknown
    Publisher: IOP Publishing
    Publication Date: 2018
    detail.hit.zdb_id: 2506501-4
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  • 5
    In: Journal of Structural Fire Engineering, Emerald, Vol. 10, No. 4 ( 2019-12-09), p. 468-481
    Abstract: The purpose of this paper is to examine the mechanical properties, material composition of spent garnet as a sand replacement in high-strength concrete at room and elevated temperatures. Bonding of the concrete containing spent garnet and reinforcing rebar is investigated. Moreover, the optimum thickness of concrete cover subjected to elevated temperatures is investigated. Design/methodology/approach First, the plain spent garnet was physically, chemically and thermally studied. Then, a series of concrete specimens with 0, 20, 40, 60, 80 and 100 per cent of spent garnet were prepared to determine the optimum percentage of spent garnet. Finally, the physical and mechanical behaviours of concrete specimens and effects of cover thickness on steel rebar when subjected to elevated temperature of 200°C, 400°C, 600°C and 800°C for 1 h were studied. It was observed that spent garnet was thermally stable compared to river sand. Findings Mechanical properties were found to be optimal for concrete with 40% spent garnet replacement. Physically, spent garnet concrete changed colour to brown at 400°C, and to whitish grey at 600°C. The residual compressive strength of spent garnet concrete was also found slightly higher than that for control specimens. At various high temperatures, the reduction in ultimate tensile stress for steel bar inside concrete cover of 30 mm was the lowest compared to that of 20 mm. Research limitations/implications Spalling effect it not considered in this study. Practical implications The optimum concrete cover is important issues in reinforced concrete design. This can be used as a guideline by structural designers when using a different type of concrete material in the construction. Social implications Utilization of the waste spent garnet reduces usage of natural aggregates in concrete production and enhances its performance at elevated temperatures. Natural aggregates are normally taken from sand and rock. The new innovation in concrete perhaps can produce light concrete, reduce the cost of concrete production and at the same time also mitigates environmental problems affect from waste material such as minimizing disposal area. Originality/value Utilization of spent garnet in ordinary Portland cement (OPC) concrete at high temperature is a new innovation. It shows that the concrete cover of the concrete element reduced as compared to the OPC concrete. Reduce in weight concrete however the strength of concrete is similar to conventional concrete. This study at elevated temperature has never been performed by any previous researcher.
    Type of Medium: Online Resource
    ISSN: 2040-2317 , 2040-2317
    Language: English
    Publisher: Emerald
    Publication Date: 2019
    detail.hit.zdb_id: 2541710-1
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  • 6
    Online Resource
    Online Resource
    American Scientific Publishers ; 2020
    In:  Journal of Computational and Theoretical Nanoscience Vol. 17, No. 2 ( 2020-02-01), p. 1306-1310
    In: Journal of Computational and Theoretical Nanoscience, American Scientific Publishers, Vol. 17, No. 2 ( 2020-02-01), p. 1306-1310
    Abstract: The application of copious and low-cost waste items, mainly from neat resources, has developed extra demanding than always. This paper debates the utilization of bamboo waste as original and new things in the building industry. The study comprises rudimentary characteristics, containing the morphology of the ingredients in terms of variations in the composition procedure. The bamboo ash was recycled as cement respect to with 10%, 20% and 30% replacement. The materials characteristic of bamboo ash, strength activity index, fresh state properties and strength properties of concrete were examined too. The concrete was cast in 100×100×100 mm cube size and compared with conventional concrete. The result how that bamboo ash show pozzolanic properties and 20% cement replacement by bamboo ash give comparable strength with control specimens at 28 days, which achieved the target design strength. The total outcomes have exposed that the addition of bamboo ash can produce concrete with more power, higher class and sustainability.
    Type of Medium: Online Resource
    ISSN: 1546-1955
    Language: English
    Publisher: American Scientific Publishers
    Publication Date: 2020
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  • 7
    Online Resource
    Online Resource
    IOP Publishing ; 2020
    In:  IOP Conference Series: Materials Science and Engineering Vol. 849, No. 1 ( 2020-05-01), p. 012050-
    In: IOP Conference Series: Materials Science and Engineering, IOP Publishing, Vol. 849, No. 1 ( 2020-05-01), p. 012050-
    Abstract: The principal of molecular structure of cement mortar is important as it shows a component and interaction between cement and additive. By using a themogrativimetric analysis, the phase of mortar structure when exposed to high temperature can be determined. This paper presents the study on influence of epoxy resin without hardener on the microstructure of mortar. Mortar specimens were prepared with mass ratio of 1:3 (cement: fine aggregate), water-cement ratio of 0.48 and 5 to 20% epoxy resin of cement content. All tested specimens were subjected to wet-dry curing; where compressive strength, apparent porosity, thermogrativimetric analysis and fourier transformation infrared spectroscopy were measure. Result shows that, all strength properties of epoxy mortar were significantly higher than control sample and became constant at 10 % of epoxy resin ratio. Thermogrativimetric analysis shows the weight loss of epoxy mortar was almost similar for various percentage of epoxy resin while from fourier transformation infrared spectroscopy test, the component of epoxy mortar and normal mortar was significantly different.
    Type of Medium: Online Resource
    ISSN: 1757-8981 , 1757-899X
    Language: Unknown
    Publisher: IOP Publishing
    Publication Date: 2020
    detail.hit.zdb_id: 2506501-4
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  • 8
    In: Jurnal Teknologi, Penerbit UTM Press, Vol. 77, No. 12 ( 2015-11-17)
    Abstract: Ceramic materials are largely used in all over the world and consequently, large quantities of wastes are produced simultaneously by tile manufacturers and construction industry. Nevertheless, part of these wastes and those produced by the construction industry are dumped in landfills. This paper presents the effect of using ceramic waste in mortar as cement replacement. Four mortar mixes were prepared in this study and focuses on the effect of ceramic powder as cement replacement on the strength development and the morphology of the mortar. The microstructural characteristics of the mortar were investigated by scanning field emission electron microscopy (FESEM) and the mineralogical properties was investigated using the X-ray diffraction (XRD).  The cement was replaced by ceramic powder from 0% to 60% by weight of cement. The specimens were cast in 50 x 50 x 50 mm cube and water curing regime was used until the age of testing. The fineness of ceramic powder used is less than 45µm. The developments of compressive strength were studied for all samples. It is found that the optimum replacement that gave the highest strength was 40% replacement. It was also found that the use of ceramic powder enhanced the microstructure and strength properties of the mortar.
    Type of Medium: Online Resource
    ISSN: 2180-3722 , 0127-9696
    Language: Unknown
    Publisher: Penerbit UTM Press
    Publication Date: 2015
    detail.hit.zdb_id: 2780014-3
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  • 9
    In: Jurnal Teknologi, Penerbit UTM Press, Vol. 77, No. 16 ( 2015-11-23)
    Abstract: Palm oil fuel ash is a waste material that can be used as partial cement replacement. However, its reactivity as pozzolanic material depends on the size of the particle. This paper presents the effects of nano size palm oil fuel ash on the long term characteristics of mortar. The study covers basic properties of mortar including the morphology, porosity, compressive strength and microstructural with regards to the variations in the mix design of the mortar. The palm oil fuel ash used has gone through heat treatment and was ground to a nano size with the percentage replacement of cement used was 60%, 80% and 100%. The different types of mortar samples were cast in a 70x70x70mm cube for compressive strength test. All casting and testing of the samples were conducted in the laboratory at ambient temperature. The results show that the use of 80% nano size palm oil fuel ash has produced higher compressive strength at the age of 28 days by 32% compared to the control mortar. Grinding the palm oil fuel ash to a nano size particle has improved the reactivity of the ash and because of it is a waste material it reduces the cost of the mortar. The experimental result also show that the compressive strength of the 80% nano size palm oil fuel ash mortar at 365 days was 25% higher than its strength at 28 days. In addition, the porosity of the 80% nano palm oil fuel ash mortar was reduced by 51% at the age of 1 year. The overall results have revealed that the use of high volume nano palm oil fuel ash can enhances the mortar properties and due to the high percentage of replacement it can contribute to a more sustainable construction.
    Type of Medium: Online Resource
    ISSN: 2180-3722 , 0127-9696
    Language: Unknown
    Publisher: Penerbit UTM Press
    Publication Date: 2015
    detail.hit.zdb_id: 2780014-3
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  • 10
    In: Jurnal Teknologi, Penerbit UTM Press, Vol. 77, No. 16 ( 2015-11-23)
    Abstract: Reduction, reuse and recycle of industrial and agricultural waste materials are regarded as very important to provide sustainable construction. The by-products such as fly ash, silica fume, slag and palm oil fuel ash, etc., have been studied for the past few decades and the findings are very well accepted as new innovative materials in construction. Currently, ceramic materials are widely used in many parts of the world. Consequently a large quantities of wastes are produced simultaneously by brick and tile manufacturers and from construction industry. Most of these wastes are dumped in landfills that cause environmental problem. In the present research the effect of homogeneous ceramic tile waste as sand replacement was investigated on the harden properties of mortar. The tests conducted under laboratory ambient condition were compressive and splitting tensile strengths. The percentage replacement of sand by ceramic aggregate by weight was in the range of 0% to 100%. The size of ceramic aggregate used is modified in accordance to ASTM C33-13. All samples were cast in a 50mm cube and cured in water until the age of testing. The results showed that the compressive strength values of the control sample and 100% ceramic aggregate as sand replacement at the age of 7days were 41.9 MPa and 40.9 MPa, respectively; almost similar. In addition, the splitting tensile strength of the mortar sample with 100% ceramic aggregate was found to be 6% higher than the control sample.  Thus, the homogenous ceramic tile waste can not only be used as sand replacement for normal application in mortar mix but also to enhance its hardened properties.
    Type of Medium: Online Resource
    ISSN: 2180-3722 , 0127-9696
    Language: Unknown
    Publisher: Penerbit UTM Press
    Publication Date: 2015
    detail.hit.zdb_id: 2780014-3
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