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Relevant bibliographies by topics / W-bricks

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Academic literature on the topic 'W-bricks'

Author: Grafiati

Published: 4 June 2021

Last updated: 2 February 2022

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Journal articles on the topic "W-bricks"

1

Phonphuak, Nonthaphong. "Application of Dry Grass for Clay Brick Manufacturing." Key Engineering Materials 757 (October 2017): 35–39. http://dx.doi.org/10.4028/www.scientific.net/kem.757.35.

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In this paper, effects of incorporation of dry grass on the properties of clay bricks were investigated. Clay bricks fabricated with 0, 2.5, 5 and 7.5 % (w/w) of dry grass were tested. The clay brick specimens were fired at 900, 1000 and 1100 °C to study for bulk density, apparent porosity water absorption and compressive strength of brick samples were investigated. Results revealed that the bulk density of clay bricks were reduced when dry grass dosages increased. Results also shown that the increasing in bulk density were obtained when the firing temperature increased. The compressive streng

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2

Zhou, Sai Jun, and Jun Tong Qu. "Experiment on Making Autoclaved Sludge Bricks with the Dewatered Sludge from Water-Supply Plant." Advanced Materials Research 261-263 (May 2011): 829–33. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.829.

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How to efficiently dispose of the urban water-supply plant sludge has become an urgent task of controlling pollution caused by municipal solid waste. This paper is an experiment on autoclaved sludge brick, which is mainly made of sludge from the water-supply plants, fly ash, lime, sand and cement, integrated with the manufacturing process of autoclaved fly ash brick. By orthogonal optimal process, we get the optimal parameters for making sludge bricks as follows: W sludge : W ash : W lime = 15%: 45%: 15%, stirring intensity being 1400r/min, forming and curing condition being the constant tempe

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3

Huy, Ngo Si, Nguyen Ngoc Tan, Mai Thi Ngoc Hang, and Le Ngoc Quang. "Environmentally friendly unburnt bricks using raw rice husk and bottom ash as fine aggregates: Physical and mechanical properties." Journal of Science and Technology in Civil Engineering (STCE) - NUCE 15, no. 1 (2021): 110–20. http://dx.doi.org/10.31814/stce.nuce2021-15(1)-10.

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In order to reduce the serious impacts of industrial and agricultural wastes on the environment, raw rice husk and bottom ash were used as fine aggregates, while fly ash was utilized as a binder material in the production of unburnt building bricks. Two group mixtures were designed with water-to-binder (W/B) ratios of 0.30 and 0.35. The rice husk was used to replace 0%, 3%, 6%, and 9% of bottom ash content by mass. An experimental program was carried out on the brick samples at different ages from 3-day to 28-day to determine the main physical and mechanical properties of brick, such as unit w

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Manni, Mattia, Fabiana Frota de Albuquerque Landi, Tommaso Giannoni, Alessandro Petrozzi, Andrea Nicolini, and Franco Cotana. "A Comparative Study on Opto-Thermal Properties of Natural Clay Bricks Incorporating Dredged Sediments." Energies 14, no. 15 (2021): 4575. http://dx.doi.org/10.3390/en14154575.

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The brick industry is currently facing a shortage of natural resources. Despite this, the demand for construction bricks is progressively increasing. Alternative materials, such as dredged sediments and solid organic waste, have been recently proposed as options to replace natural clay in brick manufacturing. Potential exploitation of dredged sediments in clay bricks is evaluated in this study. The chemical composition of the mixtures and the opto-thermal properties of brick samples, which differed for the dredged sediment content (from 10% to 50% of the clay weight), were investigated. Chemic

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Namboonruang, Weerapol, Rattanakorn Rawangkul, Wanchai Yodsudjai, and Nutthanan Suphadon. "1 Year Long Term on Strength Properties of Pozzolanics Local Soil Bricks." Advanced Materials Research 399-401 (November 2011): 1381–85. http://dx.doi.org/10.4028/www.scientific.net/amr.399-401.1381.

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This work emphasizes on the study of Pozzolanics Local Soil Brick properties. The compressive strength and flexural strength on modulus of rupture properties are investigated. At the ratio of 5% Portland cement type 1 and 30% fly ashes by weight at water powder ratio (w/p) 0.3525. This brick is called as Pozzolanics soil bricks. Their properties are compared to soil cement bricks (RCM35) at the age of 3, 7, 14, 28, 60, 90, 120, 150, 180, 210, 240, 270, 300, 330 and 360. Results show that the compressive strength and flexural strength increase with increasing curing time. The compressive streng

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Feng, Xiao Ping, Chun Ting Li, and Jun Jie Wu. "Thermal Simulation Analysis of Insulation of the New Heat-Insulation Bricks." Applied Mechanics and Materials 584-586 (July 2014): 1536–40. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.1536.

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Using the ANSYS thermal analysis module to do steady thermal analysis of given heat-insulating bricks. The results show that this kind of bricks can achieve better insulation in both sides; when the thermal conductivity of the heat insulating material in the hole space are less than 0.3 W/(m·K), the bricks can obtain the good insulation effect; the smaller the heat conductivity coefficients of the bricks materials and filling materials are, the better insulation bricks can achieve.

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Yang, Jian Ying, Li Hua Xu, Hong Shun Hao, and Shu Ming Yang. "Effect of TiO₂ on the Thermal Conductivity of Eco-Friendly Silica Bricks Fabricated by Yellow River Silt." Materials Science Forum 610-613 (January 2009): 206–10. http://dx.doi.org/10.4028/www.scientific.net/msf.610-613.206.

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Silt from the Yellow River was mixed with a certain amount of SiO2 powder to fabricate eco-friendly silica bricks and different amounts of TiO2 were added to ameliorate the thermal conductivity of the bricks. Results showed that the phases of as-fabricated silica bricks are cristobalite and tridymite with cristobalite predominating. With increasing amounts of TiO2, the bulk density and thermal conductivity of the samples increase. Although the bulk density (1.65~1.76 g/cm3 ) than the ideal density 1.85 g/cm3, the thermal conductivity is significantly ameliorated. The thermal conductivity of th

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8

Brožovský, Jiří. "Ultrasonic Pulse Method - Influence of Internal Compressive Stress on Results of Testing Calcium Silicate Bricks." Key Engineering Materials 722 (December 2016): 260–66. http://dx.doi.org/10.4028/www.scientific.net/kem.722.260.

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Measuring with ultrasonic pulse method is influenced by various factors, like loading in particular inner tension when material built in a construction is tested. The paper researches influence of inner tension (load) on testing of calcium silicate bricks with ultrasonic pulse method. Calcium silicate bricks were loaded with force corresponding to 0 % (unloaded test specimens), 10 %, 20 %, 50 %, 60 % of ultimate compressive strength with various content of humidity (dried samples, w=2 %, w=8 % and samples saturated with water). It was found that ultrasonic pulse velocity is not considerably in

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9

Janbuala, Sutas, Mana Eambua, Arpapan Satayavibul, and Watcharakhon Nethan. "Mechanical Properties and Thermal Conductivity of Lightweight Clay Bricks Fabricated with a Powdered Marble Dust Additive." Key Engineering Materials 777 (August 2018): 465–70. http://dx.doi.org/10.4028/www.scientific.net/kem.777.465.

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The objective of this study was to recycle powdered marble dust to improve mechanical properties and thermal conductivity of lightweight clay bricks. Varying amounts of powdered marble dust (10, 20, 30, and 40 vol.%) were added to a lightweight clay brick at the firing temperatures of 900, 1000, and 1100 °C. When higher quantities of powdered marble dust were added, the values of porosity and water absorption increased while those of thermal conductivity and bulk density decreased. The decrease in apparent porosity and water absorption were also affected by the increase in firing temperature.

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da Silva, E. M., D. M. Morita, A. C. M. Lima, and L. Girard Teixeira. "Manufacturing ceramic bricks with polyaluminum chloride (PAC) sludge from a water treatment plant." Water Science and Technology 71, no. 11 (2015): 1638–45. http://dx.doi.org/10.2166/wst.2015.132.

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The objective of this research work is to assess the viability of manufacturing ceramic bricks with sludge from a water treatment plant (WTP) for use in real-world applications. Sludge was collected from settling tanks at the Bolonha WTP, which is located in Belém, capital of the state of Pará, Brazil. After dewatering in drainage beds, sludge was added to the clay at a local brickworks at different mass percentages (7.6, 9.0, 11.7, 13.9 and 23.5%). Laboratory tests were performed on the bricks to assess their resistance to compression, water absorption, dimensions and visual aspects. Percenta

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Dissertations / Theses on the topic "W-bricks"

1

Garcia, Antonio. "Parallel time varying volume rendering on tile displays." The Ohio State University, 2006. http://rave.ohiolink.edu/etdc/view?acc_num=osu1135801433.

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Books on the topic "W-bricks"

1

Transportation, United States Congress House Committee on Public Works and. John W. Bricker Federal Building: Report (to accompany H.R. 4555). U.S. G.P.O., 1986.

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2

United States. Congress. House. Committee on Public Works and Transportation. John W. Bricker Federal Building: Report (to accompany H.R. 4410). U.S. G.P.O., 1988.

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John Baldessari Brick Bldg Lg Windows Wxlent Views Partyally Furnished Renowned Architect Anlsslich Der Ausstellung John Baldessari Brick Bldg Lg Windows W Xlent Views Partially Furnished Renowned Architect Museum Haus Lange Kunstmuseum Krefeld Museum Haus Lange 1 Mrz Bis 19 Juli. Kerber Verlag, 2010.

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Book chapters on the topic "W-bricks"

1

"6 John W. Bricker and the Conservative Republicans." In Politics as Usual. Cornell University Press, 2014. http://dx.doi.org/10.1515/9781501757419-008.

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2

James, Simon. "How Did the Base Work?" In The Roman Military Base at Dura-Europos, Syria. Oxford University Press, 2019. http://dx.doi.org/10.1093/oso/9780198743569.003.0028.

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We now consider how the military base area operated, as a zone where a large number of people lived and worked on a routine basis. On one hand, to function it required the affordances of its internal communications, connections with the civil town, and access to roads, river, and lands beyond the walls; on the other, there was a need for surveillance and control of activities within the base, and of movements across its boundary. The most obvious part of the base boundary (Plate XXII) is the substantial mud brick wall ploughed across four blocks from the city defences just S of Tower 21, and blocking Wall, A, C, and D Sts, with a gate established at B St. How the S boundary was defined E of D St has always remained an issue. If it was necessary to build a wall at the W end, why was this not simply continued all the way to, e.g., the S end of the Citadel? Across blocks F7 and F5 it seems that the boundary of the military zone simply comprised party walls between military and civilian-occupied structures. The same was true within block B2, by the Citadel, although the boundary probably comprised building frontages along Lower Main St. On the plateau, as the camp wall may have been a subsequent local enhancement, except where the amphitheatre formed part of it, the boundary may generally have comprised the rear walls of military-held houses lining the S side of 8th St—probably all properties from the city wall to H St. The course of the boundary along the W side of the inner wadi is unknown, but the base is suggested, as along 8th St, to have incorporated at least all properties lining the S side of the Wadi Ascent Road, if not encompassing all blocks on the wadi slope—in which case the boundary here may rather have comprised property frontages on K St. The base area was split by site topography into two major zones, the flat plateau, and the N branch of the inner wadi around the Citadel. Each was further subdivided.

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Conference papers on the topic "W-bricks"

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Chawla, Tamanjot Singh, Abhinav Hazra, R. K. Raigar, and Kishori Lal. "Towards Sustainable Economic Growth: Use of Brick Waste Powder in Oil Well Cement Applications." In IADC/SPE Asia Pacific Drilling Technology Conference. SPE, 2021. http://dx.doi.org/10.2118/201080-ms.

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Abstract The construction waste generated annually in India is around 165-175 million tonnes, as per 2019 India's insights. This paper investigates the use of brick waste (B/W) as an aggregate in Oil Well cement and studies it's viability. Bricks are made from calcination of alumino-silicate clay hence they are expected to have artificial pozzolanic material. The addition of B/W significantly influences particle volume fraction, which is further elaborated in this paper. The construction industry in India is booming. Already at 10 percent of the GDP, it has been growing at an annual rate of 10

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2

Yonezawa, Yu, Hiroshi Nakao, Yoshiyasu Nakashima, et al. "Model-based development of 1/8 brick size 450 W bus converter module for telecommunication systems." In 2018 IEEE International Telecommunications Energy Conference (INTELEC). IEEE, 2018. http://dx.doi.org/10.1109/intlec.2018.8612408.

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3

Khamatova, Alsu, Vadim Khozin, Oleg Khohryakov, and Grigory Yakovlev. "Quick Setting Composition Based on Steelmaking Metallurgical Slag." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.026.

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The article deals with the problem of utilizing steelmaking slag from the production of rapid hardening composition in Izhstal, CJSC (Izhevsk, Russia), determining its physical and mechanical characteristics, and applying its properties for renovation and reconstruction. The physical and mechanical characteristics of the developed mortar exceed the existing analogues in many parameters (setting speed, strength). Dry mortar has a short setting time (the end of setting occurs 3,5 minutes after mixing with water at W/S = 0,3), its strength being 66,8 MPa after 28 days of normal hardening. The res

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Thatte, Bhushan S., and Ajit D. Kelkar. "Dynamic Analysis of Tensile Preloaded Woven Composites Under Low Velocity Impact." In ASME 2009 International Mechanical Engineering Congress and Exposition. ASMEDC, 2009. http://dx.doi.org/10.1115/imece2009-10534.

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In this paper, the effects of low-velocity impact on the E-Glass Epoxy woven composite laminates under tensile preload are presented. Due to the low-velocity impact loading, laminate suffers an extensive internal damage such as delaminations and the damage on the back face. The effect of preload can significantly change the impact behavior and progressive damage mechanics. Therefore the study of impact damage susceptibility of these woven composite laminates under tensile preload (corresponding to tensile strain) is increasingly important. While considerable experimental and analytical studies

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Reports on the topic "W-bricks"

1

Arends, J., and William F. Sandusky. American Recovery and Reinvestment Act (ARRA) FEMP Technical Assistance US General Serices Administration - Project 193, John W. Bricker Federal Building, Columbus, OH. Office of Scientific and Technical Information (OSTI), 2010. http://dx.doi.org/10.2172/981568.

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