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Journal articles on the topic 'Engineering Properties'

Author: Grafiati

Published: 4 June 2021

Last updated: 18 May 2024

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1

Thant, Nyein Nyein. "Effect of Lime on Engineering Properties of Cohesive Soil." International Journal of Trend in Scientific Research and Development Volume-2, Issue-5 (August 31, 2018): 1757–62. http://dx.doi.org/10.31142/ijtsrd18162.

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2

Gilbert, Sarah, and John Hammond. "Engineering properties of foods." Chemical Engineering Journal 39, no. 1 (September 1988): B7. http://dx.doi.org/10.1016/0300-9467(88)80095-9.

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3

YOUNCE, FRANK. "ENGINEERING PROPERTIES OF FOODS." Journal of Food Processing and Preservation 30, no. 2 (March 28, 2006): 246. http://dx.doi.org/10.1111/j.1745-4549.2006.00062.x.

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4

Balint, Agnes, and Anna Szechy. "Engineering Properties of Foods." Chemie Ingenieur Technik 73, no. 6 (June 2001): 696. http://dx.doi.org/10.1002/1522-2640(200106)73:6<696::aid-cite6964444>3.0.co;2-d.

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5

Adetoro, Adeyemi E., and Silas A. Oladapo. "Analyses of some Engineering Properties of Isan - Ekiti Soil, Southwestern Nigeria." International Journal of Trend in Scientific Research and Development Volume-2, Issue-6 (October 31, 2018): 685–88. http://dx.doi.org/10.31142/ijtsrd18570.

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6

DIVEKAR, S. P., and K. R. BARGE. "Engineering properties of jackfruit seed." INTERNATIONAL JOURNAL OF AGRICULTURAL ENGINEERING 10, no. 2 (October 15, 2017): 291–96. http://dx.doi.org/10.15740/has/ijae/10.2/291-296.

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7

Mouratidis, Anastasios, and Panagiotis Nikolidakis. "Engineering Properties of Bauxite Residue." International Journal of Sustainable Development and Planning 15, no. 3 (May 1, 2020): 319–25. http://dx.doi.org/10.18280/ijsdp.150308.

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8

Coombs, Tim. "Engineering Properties of Superconducting Materials." Materials 13, no. 20 (October 19, 2020): 4652. http://dx.doi.org/10.3390/ma13204652.

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Taking a technology from the laboratory to industry is a long and resource-consuming process. Discovered more than a century ago, the phenomenon of superconductivity is testament to this process. Despite the promise of this technology, currently the only major use of superconductors outside the laboratory is in MRI machines. The advent of high-temperature superconductors in 1986 heralded a new dawn. Machines which do not require cooling with liquid helium are a very attractive target. A myriad range of different superconductors were rapidly discovered over the next decade. This process of discovery continues to this day with, most recently, a whole new class, the pnictides, being discovered in 2006. Many different usages have been identified, including in motors, generators, wind turbines, fault current limiters, and high-current low-loss cables. This Special Issue looks at some of the different factors which will help to realise these devices and thereby bring about a superconducting world

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9

Miras, Haralampos N., Jun Yan, De-Liang Long, and Leroy Cronin. "Engineering polyoxometalates with emergent properties." Chemical Society Reviews 41, no. 22 (2012): 7403. http://dx.doi.org/10.1039/c2cs35190k.

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10

Wray, Warrey K., and Richard P. Long. "Measuring Engineering Properties of Soil." Journal of Engineering Materials and Technology 108, no. 4 (October 1, 1986): 378. http://dx.doi.org/10.1115/1.3225899.

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11

Day, Robert W. "Engineering Properties of Diatomaceous Fill." Journal of Geotechnical Engineering 121, no. 12 (December 1995): 908–10. http://dx.doi.org/10.1061/(asce)0733-9410(1995)121:12(908).

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12

Rao, M. Anandha. "Food Engineering and physical Properties." Journal of Food Science 66, no. 3 (April 2001): 433. http://dx.doi.org/10.1111/j.1365-2621.2001.tb16124.x.

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13

Jali, Dulima, and Jahangir E. Elahi Choudhury. "SOILS: AGRICULTURAL AND ENGINEERING PROPERTIES." Singapore Journal of Tropical Geography 13, no. 1 (June 1992): 1–13. http://dx.doi.org/10.1111/j.1467-9493.1992.tb00037.x.

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14

Y, Erdoğan. "Engineering properties of Turkish travertines." Scientific Research and Essays 6, no. 21 (September 30, 2011): 4551–66. http://dx.doi.org/10.5897/sre11.795.

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15

Rassam, Daud W., and David J. Williams. "Engineering properties of gold tailings." International Journal of Surface Mining, Reclamation and Environment 13, no. 3 (January 1999): 91–96. http://dx.doi.org/10.1080/09208119908944223.

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16

Tay, Joo‐Hwa, and Anthony T. C. Goh. "Engineering Properties of Incinerator Residue." Journal of Environmental Engineering 117, no. 2 (March 1991): 224–35. http://dx.doi.org/10.1061/(asce)0733-9372(1991)117:2(224).

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17

Dano, C., P. Y. Hicher, and S. Tailliez. "Engineering Properties of Grouted Sands." Journal of Geotechnical and Geoenvironmental Engineering 130, no. 3 (March 2004): 328–38. http://dx.doi.org/10.1061/(asce)1090-0241(2004)130:3(328).

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18

Mesri, G., and M. Ajlouni. "Engineering Properties of Fibrous Peats." Journal of Geotechnical and Geoenvironmental Engineering 133, no. 7 (July 2007): 850–66. http://dx.doi.org/10.1061/(asce)1090-0241(2007)133:7(850).

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19

Eldin, Neil N., and Ahmed B. Senouci. "Engineering properties of rubberized concrete." Canadian Journal of Civil Engineering 19, no. 5 (October 1, 1992): 912–23. http://dx.doi.org/10.1139/l92-103.

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Growing piles of discarded tires are potential sources of fire and health hazards. The current disposal methods are wasteful and costly. As a possible solution to the problem of scrap-tire disposal, an experimental study was conducted to examine the potential use of rubber aggregate (tire chips and crumb rubber) as mineral aggregate substitute in Portland cement concrete mixes. The research focused on determining the strength characteristics of rubberized concrete and examined the relationship between the size, percentage, and shape of rubber aggregate and the strength measured.Rubberized concrete was found to possess good esthetics, acceptable workability, and a smaller unit weight than plain concrete. However, it exhibited low compressive and tensile strengths and lower resistance to repeated freezing and thawing cycles than that of plain concrete. A statistical analysis of the experimental data suggested that only the percentage by volume of rubber in the mix has a significant effect on strength. The size and shape was found insignificant. Unlike plain concrete, rubberized concrete did not demonstrate the typical brittle failure. It exhibited a ductile, plastic failure, and showed the ability to absorb a large amount of plastic energy under compressive and tensile loads. Key words: rubberized concrete, concrete properties, compression, durability, failure, modulus of elasticity, slump, tension, toughness, workability.

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20

Parihar, Neeraj Singh, Vinay Kumar, and Ankit . "Engineering properties of basmati-370." International Journal of Chemical Studies 9, no. 2 (March 1, 2021): 68–70. http://dx.doi.org/10.22271/chemi.2021.v9.i2b.11944.

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21

Brydson, J. A. "Engineering thermoplastics: Properties and applications." Polymer 27, no. 9 (September 1986): 1478. http://dx.doi.org/10.1016/0032-3861(86)90058-3.

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22

Shaobin, Dai, Song Minghai, and Huang Jun. "Engineering properties of expansive soil." Journal of Wuhan University of Technology-Mater. Sci. Ed. 20, no. 2 (June 2005): 109–10. http://dx.doi.org/10.1007/bf02838504.

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23

HERNANDO, A., and M. VAZQUEZ. "ChemInform Abstract: Engineering Magnetic Properties." ChemInform 25, no. 14 (August 19, 2010): no. http://dx.doi.org/10.1002/chin.199414319.

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24

Onu, J. C., and V. I. O. Ndrika. "Characterization of Engineering Properties (Electrical Properties) of Rubus fruticosus." Asian Journal of Advances in Agricultural Research 8, no. 4 (January 17, 2019): 1–15. http://dx.doi.org/10.9734/ajaar/2018/43734.

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25

Nainar, S. M., Shahida Begum, M. N. M. Ansari, and Hazleen Anuar. "Tensile Properties and Morphological Studies on HA/PLA Biocomposites for Tissue Engineering Scaffolds." International Journal of Engineering Research 3, no. 3 (March 1, 2014): 186–89. http://dx.doi.org/10.17950/ijer/v3s3/312.

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26

Al-Qadi, Qaher. "ENGINEERING PERFORMANCE OF SELECTED PROPERTIES OF UMM AL-JAMAL BASALTIC ROCKS, NE JORDAN." Iraqi Geological Journal 53, no. 1E (July 1, 2020): 44–54. http://dx.doi.org/10.46717/igj.53.1e.4ry-2020-07-04.

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27

Clarke, Barry G. "The engineering properties of glacial tills." Geotechnical Research 5, no. 4 (December 2018): 262–77. http://dx.doi.org/10.1680/jgere.18.00020.

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28

Lin, Wei Ting, Yuan Chieh Wu, An Cheng, and Sao Jeng Chao. "Engineering Properties of Fiber Cementitious Materials." Applied Mechanics and Materials 764-765 (May 2015): 42–46. http://dx.doi.org/10.4028/www.scientific.net/amm.764-765.42.

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Fiber cementitious materials are composed of fibers, pozzolan and cementitious. Addition of fibers in cementitious materials may enhance its mechanical properties, particularly tensile strength, and ductility. This project is aimed to evaluate the mechanical properties of fiber cementitious materials which comprise fibers and silica fume in the mixes. Test variables include dosage of silica fume, mix proportions, steel fiber dosage and type. Compressive strength, direct tensile strength and splitting tensile strength of the specimen were obtained through tests. Test results indicate that the splitting tensile strength, direct tensile strength, strain capacity and ability of crack-arresting increase with increasing steel fiber and silica fume dosages. The optimum composite is the mixture with 5 % replacement silica fume and 2 % fiber volume. In addition, the nonlinear regression analysis was used to determine the best-fit relationship between mechanical properties and test parameters.

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29

El-Mashad, H. M. "SOME ENGINEERING PROPERTIES OF PEA SHELLS." Journal of Soil Sciences and Agricultural Engineering 33, no. 10 (October 1, 2008): 7285–97. http://dx.doi.org/10.21608/jssae.2008.200379.

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30

Makavana, J. M., V. V. Agravat, P. R. Balas, P. J. Makwana, and V. G. Vyas. "Engineering Properties of Various Agricultural Residue." International Journal of Current Microbiology and Applied Sciences 7, no. 06 (June 2018): 2362–67. http://dx.doi.org/10.20546/ijcmas.2018.706.282.

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31

Forster, A. "Engineering properties of Soils and Rocks." Quarterly Journal of Engineering Geology and Hydrogeology 34, no. 4 (November 2001): 416.2–417. http://dx.doi.org/10.1144/qjegh.34.4.416-a.

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32

Gunasekara, Chamila, Sujeeva Setunge, David W. Law, Nick Willis, and Trevor Burt. "Engineering Properties of Geopolymer Aggregate Concrete." Journal of Materials in Civil Engineering 30, no. 11 (November 2018): 04018299. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0002501.

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33

Isik, Esref. "Some Engineering Properties of Soybean Grains." American Journal of Food Technology 2, no. 3 (April 15, 2007): 115–25. http://dx.doi.org/10.3923/ajft.2007.115.125.

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34

Badr, M. M., and E. A. Darwish. "SOME ENGINEERING PROPERTIES OF COTTON SEEDS." Misr Journal of Agricultural Engineering 36, no. 3 (July 1, 2019): 969–82. http://dx.doi.org/10.21608/mjae.2019.94799.

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35

Henry, C. P., D. Bono, J. Feuchtwanger, S. M. Allen, R. C. O'Handley, H. Dorn, J. Rule, and S. Yoshikawa. "Ni-Mn-Ga AC engineering properties." Journal de Physique IV (Proceedings) 112 (October 2003): 997–1000. http://dx.doi.org/10.1051/jp4:20031049.

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36

H. Tavakoli, S. S. Mohtasebi, A. Jafari, and M. Nazari Galedar. "Some Engineering Properties of Barley Straw." Applied Engineering in Agriculture 25, no. 4 (2009): 627–33. http://dx.doi.org/10.13031/2013.27453.

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37

Ghafoori, M., M. Mastropasqua, J. P. Carter, and D. W. Airey. "Engineering properties of ashfield shale, Australia." Bulletin of the International Association of Engineering Geology 48, no. 1 (October 1993): 43–58. http://dx.doi.org/10.1007/bf02594975.

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38

Ghafoori. "Engineering properties of Ashfield Shale, Australia." Bulletin of the International Association of Engineering Geology 49, no. 1 (April 1994): 2. http://dx.doi.org/10.1007/bf02594994.

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39

Nouaouria, M. S., M. Guenfoud, and B. Lafifi. "Engineering properties of loess in Algeria." Engineering Geology 99, no. 1-2 (June 2008): 85–90. http://dx.doi.org/10.1016/j.enggeo.2008.01.013.

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40

Zhang, Xiao-Ping, Louis Ngai Yuen Wong, Si-Jing Wang, and Geng-You Han. "Engineering properties of quartz mica schist." Engineering Geology 121, no. 3-4 (August 2011): 135–49. http://dx.doi.org/10.1016/j.enggeo.2011.04.020.

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41

Naveed, Hammad, and Jie Liang. "Engineering Biological Nanopores with Enhanced Properties." Biophysical Journal 102, no. 3 (January 2012): 188a—189a. http://dx.doi.org/10.1016/j.bpj.2011.11.1028.

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42

Dixon, Neil, and D. Russell V. Jones. "Engineering properties of municipal solid waste." Geotextiles and Geomembranes 23, no. 3 (June 2005): 205–33. http://dx.doi.org/10.1016/j.geotexmem.2004.11.002.

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43

Ferrentino, Giovanna, Sara Balzan, Andrea Dorigato, Alessandro Pegoretti, and Sara Spilimbergo. "E: Food Engineering & Physical Properties." Journal of Food Science 77, no. 5 (April 10, 2012): E137—E143. http://dx.doi.org/10.1111/j.1750-3841.2012.02669.x.

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44

RAJI, A. O., and S. A. AHEMEN. "ENGINEERING PROPERTIES OF TACCA INVOLUCRATA TUBERS." Journal of Food Process Engineering 34, no. 2 (March 29, 2011): 267–80. http://dx.doi.org/10.1111/j.1745-4530.2008.00353.x.

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45

Kenai, Said, Wolé Soboyejo, and Alfred Soboyejo. "Some Engineering Properties of Limestone Concrete." Materials and Manufacturing Processes 19, no. 5 (October 2004): 949–61. http://dx.doi.org/10.1081/amp-200030668.

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46

Bohnhoff, David R., and James C. Converse. "Engineering properties of separated manure solids." Biological Wastes 19, no. 2 (January 1987): 91–106. http://dx.doi.org/10.1016/0269-7483(87)90103-0.

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47

Prajapati, Ratna Shova, and Rameshwor Shrestha. "Engineering soil properties of Bhaktapur pottery." Journal of Science and Engineering 4 (April 3, 2017): 38–40. http://dx.doi.org/10.3126/jsce.v4i0.22379.

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Pottery is one of the historic occupations of people of Bhaktapur. The tradition has been handed over to many successors, and the culture is still alive. Pottery in Bhaktapur municipality is concentrated in two parts namely; Suryamadi and Pottery-Square. The pottery work is adopted by ethnic group Prajapati, only they produce ceramic products in Bhaktapur municipality. Potters collect soil from specific location of Bhaktapur; Kamalbinayak, Nangakhel, Sipadol, and Tathali, which is suitable soil for ceramic manufacture. The soil samples from pottery site Suryamadi and Pottery-Square were collected. Grain size analysis, liquid limit and plasticity limit were tested. From the analysis, the soil sample from Pottery-Square was found to be finer than that from Suryamadi. Clay content and moisture holding capacity of the Suryamadi pottery work are greater than that of Pottery-Square pottery work. It shows that the Suryamadi pottery work had high tendency to get cracks and crumbled.

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48

Pine, R. J., and J. P. Harrison. "Rock mass properties for engineering design." Quarterly Journal of Engineering Geology and Hydrogeology 36, no. 1 (February 2003): 5–16. http://dx.doi.org/10.1144/1470-923601-031.

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49

Tuller, Harry L., and Sean R. Bishop. "Tailoring Material Properties through Defect Engineering." Chemistry Letters 39, no. 12 (December 5, 2010): 1226–31. http://dx.doi.org/10.1246/cl.2010.1226.

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50

Yamaoka, H., K. Miyata, and O. Yano. "Cryogenic properties of engineering plastic films." Cryogenics 35, no. 11 (November 1995): 787–89. http://dx.doi.org/10.1016/0011-2275(95)90915-3.

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