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Статті в журналах з теми "Fly Ash-lime"
Wu, Xiang Hao, Li Zhen Bai, Cong Kai Zhang, and Pan Yuan. "Influence of Lime Dust on the Pore Structure and Strength of Fly Ash-Cement Paste." Applied Mechanics and Materials 99-100 (September 2011): 739–44. http://dx.doi.org/10.4028/www.scientific.net/amm.99-100.739.
Повний текст джерелаWu, Xiang Hao, Yong Xin Yao, Xing Wei Yin, and Pan Yuan. "Influence of Adding Lime Dust on Compressive Strength and Frost Resistance of Fly Ash Recycled Concrete." Advanced Materials Research 671-674 (March 2013): 1813–16. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.1813.
Повний текст джерелаWu, Xiang Hao, Shan Shan Yang, Cong Kai Zhang, and Pan Yuan. "Influence of Lime Dust on Chloride Binding Capacity of Fly Ash-Cement Paste." Advanced Materials Research 399-401 (November 2011): 1191–95. http://dx.doi.org/10.4028/www.scientific.net/amr.399-401.1191.
Повний текст джерелаZhang, Hu Zhu, and Yan Hong Zhao. "A Study on Anti-Cracking Performance of Lime and Fly-Ash Stabilized Coal Gangue Roadbase Materials." Applied Mechanics and Materials 638-640 (September 2014): 1113–16. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.1113.
Повний текст джерелаXue, Wen, Xiang Ping Han, Zhi Guo Xia, and Qi Zheng. "Impacts of Gradation on the Property of Lime-Fly Ash Bound Macadam." Applied Mechanics and Materials 178-181 (May 2012): 1321–24. http://dx.doi.org/10.4028/www.scientific.net/amm.178-181.1321.
Повний текст джерелаZhou, Cheng, Jian-Hua Yin, and Jing-Ping Ming. "Bearing capacity and settlement of weak fly ash ground improved using lime fly ash or stone columns." Canadian Geotechnical Journal 39, no. 3 (June 1, 2002): 585–96. http://dx.doi.org/10.1139/t02-011.
Повний текст джерелаZhang, Zhiquan, and Yufen Zhang. "Test Study on Strength and Permeability Properties of Lime-Fly Ash Loess under Freeze-Thaw Cycles." Open Civil Engineering Journal 8, no. 1 (September 4, 2014): 172–76. http://dx.doi.org/10.2174/1874149501408010172.
Повний текст джерелаLatifee, Enamur R. "State-of-the-Art Report on Alkali Silica Reactivity Mitigation Effectiveness Using Different Types of Fly Ashes." Journal of Materials 2016 (September 27, 2016): 1–7. http://dx.doi.org/10.1155/2016/7871206.
Повний текст джерелаBai, Shun Guo, and Yong Feng Hou. "Study on Properties of Cement Lime-Fly-Ash Soil." Key Engineering Materials 302-303 (January 2006): 457–61. http://dx.doi.org/10.4028/www.scientific.net/kem.302-303.457.
Повний текст джерелаMoghal, Arif Ali Baig, Ateekh Ur Rehman, K. Venkata Vydehi, and Usama Umer. "Sustainable Perspective of Low-Lime Stabilized Fly Ashes for Geotechnical Applications: PROMETHEE-Based Optimization Approach." Sustainability 12, no. 16 (August 17, 2020): 6649. http://dx.doi.org/10.3390/su12166649.
Повний текст джерелаДисертації з теми "Fly Ash-lime"
Liu, Chunhe. "Pathogen inactivation in biosolids with lime and fly ash addition." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0028/MQ51743.pdf.
Повний текст джерелаShnorhokian, Shahé. "Immobilization of heavy metals in lime-fly ash cementitious binders." Thesis, McGill University, 1996. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=23937.
Повний текст джерелаResults indicated the capability of lime-fly ash binders in the immobilization of heavy metals. XRD analysis showed the formation of gypsum and the gradual decline in pyrite content in most of the samples. The mineral ettringite was not detected, probably due to the relatively low pH of the samples and a deficiency in reactive aluminum. Hence, the results suggest the existence of other phases, possibly amorphous calcium silicates, which were responsible for the reduction in leachability.
Amiralian, Saeid. "Study on soil stabilisation technique using lime & fly ash." Thesis, Curtin University, 2013. http://hdl.handle.net/20.500.11937/892.
Повний текст джерелаJalali, S. "A study of factors affecting the mechanical behaviour of lime-fly ash mixtures." Thesis, Coventry University, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.357261.
Повний текст джерелаChen, Pingan Carleton University Dissertation Engineering Civil and Environmental. "Modelling the effects of lime-fly ash columns installed in soft clays." Ottawa, 1995.
Знайти повний текст джерелаMELIANDE, AMANDA MARIA CHRISPIM. "ANALYSIS OF THE BEHAVIOR OF SOILS MIXTURES WITH MINERAL COAL FLY ASH AND LIME." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2014. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24611@1.
Повний текст джерелаCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
PROGRAMA DE EXCELENCIA ACADEMICA
Este estudo apresenta o comportamento de misturas de areia e solo argiloso com teores variados de cinza volante, proveniente do processo de queima de carvão mineral no Complexo Termelétrico Jorge Lacerda, localizado no município Capivari de Baixo, no estado de Santa Catarina. O objetivo da presente pesquisa consiste em avaliar a aplicabilidade do uso de misturas solo-cinza e solocinza- cal em obras geotécnicas, como camadas de aterros sanitários, solos de fundação e estabilização de taludes. Foram realizados ensaios de caracterização física, química e mecânica (ensaio de compactação e ensaio de cisalhamento direto). Os ensaios de cisalhamento direto foram realizados em amostras de solo argiloso compactadas na umidade ótima e no peso específico seco máximo correspondente, com teores de cinza volante de 15 por cento e 30 por cento em relação ao peso seco do solo. Já os ensaios em amostras de areia foram realizados para uma densidade relativa de 50 por cento e umidade ótima de 10 por cento, com teores de cinza volante de 15, 30 e 40 por cento em relação ao peso seco do solo. Para as misturas solo-cinza-cal, adicionou-se 3 por cento de cal em substituição ao peso seco da cinza. Foi analisada a influência do tipo de solo, teor de cinza, adição de cal e tempo de cura (0, 30, 100, 125 e 140 dias) para as misturas, sendo a cura adotada somente para as misturas com areia. Os resultados mostraram-se mais satisfatórios para as misturas com solo argiloso, sendo a adição de cal mais eficiente para a mistura com menor teor de cinza. Na ausência de cal, o melhor comportamento obtido foi para a mistura com 15 por cento de cinza. Quanto às misturas com areia e sem cal, os resultados foram inferiores à areia; já no caso das misturas areia-cinza-cal, não foi possível definir um padrão do comportamento com relação ao tempo de cura, pois ainda que tenha havido um aumento da coesão a determinados dias, este ganho veio acompanhado de uma redução no ângulo de atrito, fazendo com que a areia mantivesse um comportamento melhor. Contudo, o teor de 27 por cento de cinza, sob 140 dias de cura, proporcionou ao solo um aumento de ambos os parâmetros, sendo, portanto, o teor ótimo a ser utilizado. Dessa forma, ainda que o emprego da cinza volante em misturas com o solo argiloso tenha se mostrado mais satisfatório, este material também pode ser utilizado em misturas com areia, desde que submetido a elevados períodos de cura e que contenham uma porcentagem de cinza em torno do teor ótimo encontrado, o que viabiliza o emprego positivo deste material em aplicações geotécnicas, possibilitando uma destinação ambientalmente correta deste resíduo e dando um fim mais nobre a este material.
This study presents the behavior of sand and clay soil mixtures with different contents of fly ash, which comes from the coal burning process in Thermoelectric Complex Jorge Lacerda, located in the city of Capivari de Baixo, in Santa Catarina. The aim of this research is to assess the applicability of using soil-ash and soil-ash-lime mixtures in geotechnical works, like landfill layers, foundation soils and slope stabilization. Physical, chemical and mechanical (compaction test and direct shear test) were performed. Direct shear tests were performed on clay soil samples compacted at the optimum moisture content and the corresponding maximum dry specific gravity, with fly ash contents of 15 and 30 per cent, related to the dry weight of soil. Tests on sandy soil samples were performed at the relative density of 50 per cent and optimum humidity of 10 per cent, with fly ash contents of 15, 30 and 40 per cent related to the dry weight of soil. For soil-ash-lime mixtures, it was added 3 per cent of lime to replace the dry weight of ash. It was studied the influence of different parameters: soil type, ash content, lime addition and curing time (0, 30, 100, 125 and 140 days) for the mixtures. Curing process was adopted only for sandy soil mixtures. Results were more suitable for clay soil mixtures, and lime addition was more efficient for the mixture with the lowest ash content, related to 12 per cent. In the absence of lime, the best performance was obtained for the mixture with 15 per cent of ash. For sandy soil mixtures and without lime, the results were inferior to sand; and in the case of soil-ash-lime mixtures, it was not possible to define a pattern of behavior to the curing time, because although there has been an increase in cohesion certain days, this gain was followed by a reduction in friction angle, which has maintained the best performance of sand. However, the ash content of 27 per cent, at 140 days of curing, caused an increase of both parameters, what means that this ash content is the optimum content to be used. Thus, although the use of fly ash in mixtures with clay soil has been more satisfactory, this material can also be used in mixtures with sandy soil, since it contains an ash content around the optimum content found, and since it has been submitted to elevated curing periods, what enables the positive employment of this material in geotechnical applications, providing an environmentally correct disposal of this waste and giving it a noblest destination.
Banasiak, Laura Joan. "The role of a subsurface lime-fly ash barrier in the mitigation of acid sulphate soils." Access electronically, 2004. http://www.library.uow.edu.au/adt-NWU/public/adt-NWU20050706.121221/index.html.
Повний текст джерелаGaribay, Jose Luis. "Guideline for pulverization of stabilized bases." To access this resource online via ProQuest Dissertations and Theses @ UTEP, 2008. http://0-proquest.umi.com.lib.utep.edu/login?COPT=REJTPTU0YmImSU5UPTAmVkVSPTI=&clientId=2515.
Повний текст джерелаCetiner, Sertan Isik. "Stabilization Of Expansive Soils By Cayirhan Fly Ash And Desulphogypsum." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/1119387/index.pdf.
Повний текст джерелаayirhan Thermal Power Plant. Fly ash and desulphogypsum were added to the expansive soil from 0 to 30 percent. Lime was used to see how efficient fly ash and desulphogypsum on expansive soil stabilization were, and was added to the expansive soil from 0 to 8 percent. The properties obtained were chemical composition, grain size distribution, consistency limits, swelling percentage, and rate of swell. Fly ash, desulphogypsum, and lime added samples were cured for 7 days and 28 days, after which they were subjected to free swell tests. Swelling percentage decreased and rate of swell increased with increasing stabilizer percentage. Curing resulted in further reduction in swelling percentage and further increase in rate of swell. 25 percent and 30 percent fly ash and desulphogypsum additions reduced the swelling percentage to levels comparable to lime stabilization.
Moss, Steven Phillip. "Experimental study for asphalt emulsion treated base." To access this resource online via ProQuest Dissertations and Theses @ UTEP, 2008. http://0-proquest.umi.com.lib.utep.edu/login?COPT=REJTPTU0YmImSU5UPTAmVkVSPTI=&clientId=2515.
Повний текст джерелаКниги з теми "Fly Ash-lime"
Fasullo, E. J. Newark International Airport: The lime-cement-fly ash (LCF) pavement story. S.l: s.n, 1987.
Знайти повний текст джерелаCongress, Indian Roads. Guidelines for soil and granular material stabilization using Cement, Lime & Fly Ash. New Delhi: Indian Road Congress, 2010.
Знайти повний текст джерелаJefts, A. R. Lime, cement, and fly ash stabilized aggregate base airfield pavement: Houston Intercontinental Airport. S.l: s.n, 1987.
Знайти повний текст джерелаJackson, M. L. Influence of fly ash, topsoil, lime, and rock-P on acid mine drainage from coal refuse. S.l: s.n, 1993.
Знайти повний текст джерелаJackson, M. Influence of fly ash, topsoil, lime, and rock-P on acid mine drainage from coal refuse. S.l: s.n, 1993.
Знайти повний текст джерелаWendell, R. R. Utilization of lime-stabilized fly ash scrubber sludge in surface mine reclamation: Results of a preliminary investigation. S.l: s.n, 1992.
Знайти повний текст джерелаЧастини книг з теми "Fly Ash-lime"
Crouch, L. K., Sarah Dillon, and Marcus L. Knight. "Tennessee Lime-Fly Ash-Stabilized Base Using a High Loss-on-Ignition Fly Ash." In Lime: Building on the 100-Year Legacy of The ASTM Committee C07, 60–75. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2012. http://dx.doi.org/10.1520/stp104326.
Повний текст джерелаCrouch, L. K., Sarah Dillon, and Marcus L. Knight. "Tennessee Lime-Fly Ash-Stabilized Base Using a High Loss-on-Ignition Fly Ash." In Lime: Building on the 100-Year Legacy of The ASTM Committee C07, 1–16. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2012. http://dx.doi.org/10.1520/stp104326t.
Повний текст джерелаBai, Shun Guo, and Yong Feng Hou. "Study on Properties of Cement Lime-Fly-Ash Soil." In Environmental Ecology and Technology of Concrete, 457–61. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-983-0.457.
Повний текст джерелаKannur, Bhupati, Hemant S. Chore, and Swati Yede. "Unconfined Compressive Strength of Fly Ash-Soil–lime-Fiber System." In Lecture Notes in Civil Engineering, 581–89. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-4739-1_55.
Повний текст джерелаQi, Zhi-Hong, Xue-Yuan Xu, Mi-Lin Zhu, and Yang Hu. "Unconfined Compressive Strength of Mixture of Phosphogypsum-Fly Ash-Lime-Clay." In Advances in Environmental Geotechnics, 745–48. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-04460-1_90.
Повний текст джерелаRoychand, R., J. Li, M. Saberian, S. Kilmartin-Lynch, M. M. Ul Islam, M. Maghfouri, and F. Chen. "Effect of Different Additives on the Compressive Strength of Very High-Volume Fly Ash Cement Composites." In Lecture Notes in Civil Engineering, 313–20. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_32.
Повний текст джерелаKanoungo, Shristi Khosla, Umesh Sharma, and Abhishek Kanoungo. "Utilization of Waste Lime Sludge and Coal Fly Ash in Construction Industry." In Lecture Notes in Civil Engineering, 281–92. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-51354-2_25.
Повний текст джерелаBaradan, Bülent, and Theo Schilderman. "14. Lime Stabilized Fly Ash; The Use of Alternative Binders in Rwanda: A case study." In Lime and Other Alternative Cements, 210–28. Rugby, Warwickshire, United Kingdom: Practical Action Publishing, 1992. http://dx.doi.org/10.3362/9781780442631.014.
Повний текст джерелаBurra, S. G., P. K. Kolay, V. K. Puri, and S. Kumar. "Strength and Compressibility of Kaolinite Clay Stabilized with Lime Sludge and Fly Ash." In Lecture Notes in Civil Engineering, 271–81. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1831-4_25.
Повний текст джерелаKrishna, Sistla Vinay, Aayushi Parashar, and J. S. Sudarsan. "Feasibility Study on Subgrade Stabilization of Pavement Using Lime and Fly Ash as Admixtures." In Lecture Notes in Civil Engineering, 195–202. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-5839-6_17.
Повний текст джерелаТези доповідей конференцій з теми "Fly Ash-lime"
Yan, Zhang, and Meng Fan-feng. "Engineering properities of coal gangue with fly-ash lime." In 2011 International Conference on Consumer Electronics, Communications and Networks (CECNet). IEEE, 2011. http://dx.doi.org/10.1109/cecnet.2011.5769271.
Повний текст джерелаLi, Zhen-xia, Yuan-zhao Chen, and Jing-li Gong. "Rapid Curing Technology of Lime-Fly Ash Stabilized Macadam." In Tenth International Conference of Chinese Transportation Professionals (ICCTP). Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41127(382)419.
Повний текст джерелаJincheng, Wei, Wang Lin, Yu Sixin, and Shiping Cui. "Research on Dynamic Modulus of Lime-Fly Ash Aggregate Mixture." In GeoHunan International Conference 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/47629(408)19.
Повний текст джерелаConsoli, N. C., and A. Dalla Rosa. "Parameters Controlling Strength of Coal Fly Ash—Lime Improved Soil." In GeoFlorida 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)5.
Повний текст джерела"A Review of High Volume Low Lime Fly Ash Concrete." In International Conference on Biological, Civil and Environmental Engineering. International Institute of Chemical, Biological & Environmental Engineering, 2014. http://dx.doi.org/10.15242/iicbe.c0314119.
Повний текст джерелаPremkumar, S., J. Piratheepan, P. Rajeev, and A. Arulrajah. "Stabilizing Dispersive Soil Using Brown Coal Fly Ash and Hydrated Lime." In Geo-Chicago 2016. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480144.087.
Повний текст джерелаLi, Hongsheng, Yingbiao Wu, and Zhao Hui. "Expansion and Cracks from a Lime Fly-Ash Stabilized Gravel Base." In Fourth Geo-China International Conference. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480090.020.
Повний текст джерелаFauzi, Achmad, Wan Mohd Nazmi, and Usama Juniansyah Fauzi. "SUBGRADE STABILIZATION ASSESSMENT OF KUANTAN CLAY USING LIME, PORTLAND CEMENT, FLY ASH, AND BOTTOM ASH." In Proceedings of the 3rd and 5th International Conference. WORLD SCIENTIFIC, 2011. http://dx.doi.org/10.1142/9789814365161_0065.
Повний текст джерелаBuhler, Russell L., and Amy B. Cerato. "Stabilization of Oklahoma Expansive Soils using Lime and Class C Fly Ash." In Geo-Denver 2007. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40906(225)1.
Повний текст джерелаDaniels, John L., and Gautham P. Das. "Field Scale Characterization of Fly Ash Stabilized with Lime and FGD Gypsum." In GeoCongress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40970(309)86.
Повний текст джерелаЗвіти організацій з теми "Fly Ash-lime"
Keener, T. C., S. J. Khang, and G. R. Meyers. Evaluation of Ohio fly ash/hydrated lime slurries and Type 1 cement sorbent slurries in the U.C. Pilot spray dryer facility. Final report, September 1, 1993--August 31, 1994. Office of Scientific and Technical Information (OSTI), February 1995. http://dx.doi.org/10.2172/57880.
Повний текст джерелаHe, Rui, Na (Luna) Lu, and Jan Olek. Development of In-Situ Sensing Method for the Monitoring of Water-Cement (w/c) Values and the Effectiveness of Curing Concrete. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317377.
Повний текст джерела