International Journal of Mechanical and Civil Engineering最新文献

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Modelling Reviewed Hydraulic Indices of Periwinkle Shell Ash Occasioned by Variations in Calcination Temperature 模拟研究了煅烧温度变化对长春花壳灰分水力指标的影响
International Journal of Mechanical and Civil Engineering Pub Date : 2022-12-08 DOI: 10.52589/ijmce-uaufof8l
Mac-Eteli H.D., Nelson T.A.
{"title":"Modelling Reviewed Hydraulic Indices of Periwinkle Shell Ash Occasioned by Variations in Calcination Temperature","authors":"Mac-Eteli H.D., Nelson T.A.","doi":"10.52589/ijmce-uaufof8l","DOIUrl":"https://doi.org/10.52589/ijmce-uaufof8l","url":null,"abstract":"Periwinkle shellfish can be found in abundance in the Niger Delta's wetlands. Periwinkle shells are frequently piled in open fields and landfills, resulting in pollution and the development of disease-carrying organisms. Attempts have been made to employ periwinkle shell ash (PSA) as recycled materials in cement-based products in order to manage periwinkle shell by-products, preserve natural resources, and minimize building expenses. A better understanding of results obtained can be established using statistical tools in the analysis and modelling of the trends established with respect to reviewed papers on the PSA production parameters as well as the cement replacement level on the mechanical indices of concrete. This paper, therefore, uses statistical templates to develop analyzed models for a more enhanced understanding of trends and patterns associated with PSA processing variables and cement replacement levels on the compressive strength of concrete.","PeriodicalId":159399,"journal":{"name":"International Journal of Mechanical and Civil Engineering","volume":"158 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-12-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131966451","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
The use of X-Ray Computed Tomography for the Assessment of the Internal Structure of Carbonated Soil x射线计算机断层扫描在碳酸化土壤内部结构评价中的应用
International Journal of Mechanical and Civil Engineering Pub Date : 2022-11-19 DOI: 10.52589/ijmce-a1hgjx8l
I. A.Y., Lawal A.R., I. R.
{"title":"The use of X-Ray Computed Tomography for the Assessment of the Internal Structure of Carbonated Soil","authors":"I. A.Y., Lawal A.R., I. R.","doi":"10.52589/ijmce-a1hgjx8l","DOIUrl":"https://doi.org/10.52589/ijmce-a1hgjx8l","url":null,"abstract":"This study looks at the use of X-ray computed tomography (XRCT) technique to determine the internal structure of carbonated lime treated kaolin. The results show that the formation of calcium carbonate (CaCO_3) along the depth of carbonated kaolin can be determined using XRCT. The carbonate formed shows to be evenly distributed deep down the lime treated kaolin. The air voids of carbonated lime treated kaolin decreased compared to the corresponding non-carbonated lime treated kaolin. CaCO_3 content obtained from XRCT compared favourably with that from TGA and calcimeter technique. XRCT has the potential for the determination of internal structure of carbonated lime treated soil.","PeriodicalId":159399,"journal":{"name":"International Journal of Mechanical and Civil Engineering","volume":"49 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-11-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125740728","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Treatment of Clay with Oil Palm Fibre Ash and Rice Husk Ash Mixture for Burnt Clay Bricks Production 油棕纤维灰和稻壳灰混合料处理烧制粘土砖用粘土
International Journal of Mechanical and Civil Engineering Pub Date : 2022-10-18 DOI: 10.52589/ijmce-qqxkew59
I. A.Y., Chenge R.A., Kuhwa D.S.
{"title":"Treatment of Clay with Oil Palm Fibre Ash and Rice Husk Ash Mixture for Burnt Clay Bricks Production","authors":"I. A.Y., Chenge R.A., Kuhwa D.S.","doi":"10.52589/ijmce-qqxkew59","DOIUrl":"https://doi.org/10.52589/ijmce-qqxkew59","url":null,"abstract":"The current study examines the use of oil palm fibre ash (OPFA) and rice husk ash (RHA) mixture in the treatment of A-6 Makurdi clay for burnt brick production. The results show that the compressive strength of 9.4 MN/m2 for burnt untreated brick increased to 10.86 MN/m2 for burnt 2%OPFA+2%RHA treated brick. The corresponding water absorption of 14.9% for the burnt untreated brick increased to 16.2% for burnt 2%OPFA+2%RHA treated brick. The strength value of 10.86 MN/m2 is greater than 10.3 MN/m^2 which is the minimum strength value for negligible weather (NW) conditions. The water absorption of 16.2% is less than 17%, 22% and ‘no limit’ which are the maximum values for severe weather (SW), moderate weather (MW) and NW respectively. Based on combined strength and water absorption criteria, burnt bricks production with 2%OPFA+2%RHA treated A-6 Makurdi clay is adequate for use as a load-bearing brick in wall areas of NW condition.","PeriodicalId":159399,"journal":{"name":"International Journal of Mechanical and Civil Engineering","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-10-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115645572","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Carbon Capture Potential in Waste Modified Soils: A Review 废改性土壤碳捕获潜力研究进展
International Journal of Mechanical and Civil Engineering Pub Date : 2022-08-23 DOI: 10.52589/ijmce-x4j0etuu
I. A.Y., Opukumo A.W., A. B.
{"title":"Carbon Capture Potential in Waste Modified Soils: A Review","authors":"I. A.Y., Opukumo A.W., A. B.","doi":"10.52589/ijmce-x4j0etuu","DOIUrl":"https://doi.org/10.52589/ijmce-x4j0etuu","url":null,"abstract":"Carbonation of lime modified soil could capture carbon dioxide (CO_2) alongside strength improvement for road pavement materials. Due to large amounts of 〖CO〗_2 emissions and increasing cost of primary soil stabilizers such as lime and cement, the use of lime-based wastes have been encouraged. This paper reviews waste materials based on separate potential for 〖CO〗_2 capture and strength improvement of soils. Such wastes include cement kiln dust (CKD), saw dust ash (SDA), steel slag, basic oxygen steel (BOS) slag, ground granulated blast furnace slag (GGBS), coal fly ash (CFA) and cattle bone powder (CBP). Based on separated considerations of 〖CO〗_2 capture and strength improvement, CKD, SDA, BOS and GGBS have shown to have both high 〖CO〗_2 capture and strength improvement potential for weak soil. Future laboratory studies on lime-based waste (such as CKD and SDA) treated soil for combined 〖CO〗_2 capture and strength improvement need to be conducted.","PeriodicalId":159399,"journal":{"name":"International Journal of Mechanical and Civil Engineering","volume":"24 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-08-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125209269","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Comparative Study of Tensile Properties of Hybrid AA6061/SIC/Carbonized Coconut Shell Micro and Nano Composites 杂化AA6061/SIC/碳化椰壳微纳复合材料拉伸性能的对比研究
International Journal of Mechanical and Civil Engineering Pub Date : 2022-03-17 DOI: 10.52589/ijmce-yemppwep
Nwigbo M.N., Lasisi U.E., Ukaru Y.N.
{"title":"Comparative Study of Tensile Properties of Hybrid AA6061/SIC/Carbonized Coconut Shell Micro and Nano Composites","authors":"Nwigbo M.N., Lasisi U.E., Ukaru Y.N.","doi":"10.52589/ijmce-yemppwep","DOIUrl":"https://doi.org/10.52589/ijmce-yemppwep","url":null,"abstract":"This study synthesized a hybrid aluminium 6061 matrix composite with particulates of silicon carbide, SiCp and carbonized coconut shell (CCSP as reinforcements), and determined the effect of combining SiCp and CCSp reinforcements of different sizes and weight fractions on the strength properties and microstructure of the developed composite. The hybrid aluminium matrix composites were developed using the stir casting method. Several samples of the composites consisting of AA6061 alloy with 3, 6, 9, 12 and 15% by wt. each of CCSp and SiCp with average particle sizes of 38μm and 42.3nm for SiC, and 63μm and 50.01nm for CCSp were produced and characterized for strength. The microstructures of the developed composite materials revealed uniform distribution of reinforcement particles in the base matrix and excellent bonding between the base matrix and reinforcements after casting. The results obtained showed that addition of CCSp and SiCp reinforcement to the alloy increased the tensile strength and hardness. Also, a mathematical model was proposed for predictive tensile strength of nano-composite and validated by comparison with results of the physical experiment and those of other authors. The proposed model is in excellent agreement with experimental data. The nano-particulates reinforced composite presented maximum improvement in ultimate tensile strength value (53.4% and 8.5% of that for the unreinforced matrix and micro-composite respectively) at reinforcement level of 15wt.% nSiC/nCCS.","PeriodicalId":159399,"journal":{"name":"International Journal of Mechanical and Civil Engineering","volume":"102 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131349344","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Physical Properties of Sandcrete-Laterite Blocks 砂红土块体的物理性质
International Journal of Mechanical and Civil Engineering Pub Date : 2022-02-10 DOI: 10.52589/ijmce-3u4hby35
Ewa D.E., Ukpata J.O., E. E.A., Akeke G.A.
{"title":"Physical Properties of Sandcrete-Laterite Blocks","authors":"Ewa D.E., Ukpata J.O., E. E.A., Akeke G.A.","doi":"10.52589/ijmce-3u4hby35","DOIUrl":"https://doi.org/10.52589/ijmce-3u4hby35","url":null,"abstract":"The incorporation of laterite in sandcrete blocks production is a common commercial practice in Nigeria. However, proper calibrations as per optimal mix proportions of these aggregates to give blocks that meet minimum requirements by various standards are lacking. In this study, a mix ratio of 1:8 (cement: aggregates) and a water-cement ratio of 0.5 was adopted at different percentages of laterite replacing sand. Block sizes of 450 x 225 x 150mm were used. Curing was done for 3, 7, 14, and 28 days. A total of 104 blocks were prepared and tested for density, compressive strength, static modulus, water absorption and thermal conductivity. Results showed a decrease in density, compressive strength and thermal conductivity values with the addition of laterite. On the other hand, the water absorption of sandcrete-laterite blocks increased, as the blocks became more permeable. The decrease in thermal conductivity indicates better insulating properties of the Sandcrete-Laterite Blocks. These blocks will, therefore, reduce the energy requirements in a building. The study recommends an optimal replacement level of 10% of sand with laterite which gave a strength of 1.87N/mm2 and is 6.9% greater than the minimum requirement of 1.75N/mm2 by the Nigerian Building Code for individual blocks.","PeriodicalId":159399,"journal":{"name":"International Journal of Mechanical and Civil Engineering","volume":"41 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-02-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133575559","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Development of a Cassava Harvester 木薯收获机的研制
International Journal of Mechanical and Civil Engineering Pub Date : 2021-11-27 DOI: 10.52589/ijmce-twfgvkx1
Isinkaye O.D., Koyenikan O.O., Osadare T.
{"title":"Development of a Cassava Harvester","authors":"Isinkaye O.D., Koyenikan O.O., Osadare T.","doi":"10.52589/ijmce-twfgvkx1","DOIUrl":"https://doi.org/10.52589/ijmce-twfgvkx1","url":null,"abstract":"Cassava is a major source of food and raw material for domestic and industrial uses in Nigeria. Consequently, the technologies involved in its cultivation from planting to harvesting require proper development. This paper reports the development of a labour-saving technology for harvesting cassava using standard procedures for designing soil engaging implements. Locally available materials were also used in the fabrication of the harvester. Results of trial tests indicate a digging efficiency of 58.9%, fuel consumption of 16 l/ha, field capacity of 0.11 ha/hr, field efficiency of 67.9% and root damage of 43.03%. The total cost of fabricating the machine was 184,000 naira only. Further tests under various soil and operational conditions for improvement and optimization were recommended for the purpose of patenting for commercialization.","PeriodicalId":159399,"journal":{"name":"International Journal of Mechanical and Civil Engineering","volume":"14 2 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-11-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132057158","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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