Análise de Estruturas de Contenção de Solo Reforçado II

Código: PCIV7132
Curso: Mestrado em Engenharia Civil
Créditos: 4
Carga horária: 60
Ementa:

Desenvolver habilidades, competências e atitudes necessárias à compreensão e à análise do comportamento, bem como do dimensionamento, de Estruturas de Contenção de Solo Reforçado (ECSR). Serão abordados os seguintes temas: Comportamento, Métodos de Análise e Dimensionamento de ECSR.



Bibliografia:

1Dantas, B. T. D. (2004); Análise do Comportamento de Estruturas de Solo Reforçado sob Condições de Trabalho; Tese de D.Sc.2ELIAS, V., CHRISTOPHER, B.R. e BERG, R.R. (2001), “Mechanically stabilized earth walls and reinforced soil slopes – Design and construction guidelines”, Federal Hwy. Administration Rep. No. FHWA-NHI-00-043, Washington, D.C.3JEWELL, R. A., (1985), “Limit equilibrium analysis of reinforced soil walls”. Proc. of 11th Int. Conf. on Soil Mech. and Foundations, San Francisco, pp. 1705-1708.4JURAN, I. e CHEN, C. L., (1989), “Strain compatibility design method for reinforced earth walls”, Journal of Geotechnical Engineering, v. 115, n. 4, pp. 435-456.5JURAN, I., IDER, H. M. e FARRAG, K., (1990), “Strain compatibility analysis for geosynthetics reinforced soil walls”, Journal of Geotechnical Engineering, v. 116, n. 2, pp. 312-329.6LESHCHINSKY, D. e BOEDEKER, R. H., (1989), “Geosynthetic reinforced soil structures”, Journal of Geotechnical Engineering, v. 115, n. 10, pp. 1459-1478.7LESHCHINSKY, D. e PERRY, E.B. (1989), “On the design of geosynthetic-reinforced walls”, Geotextiles and Geomembranes, v.8, pp. 311-323.8LESHCHINSKY, D., LING, H. e HANKS, G. (1995), “Unified design approach to geosynthetic reinforced slopes and segmental walls”, Geosynthetics International, v.2, n.5, pp.845-881.9MITCHELL, J. K. e VILLET, W. C. B., (1987), Reinforcement of earth slopes and embankments. NCHRP Rep. No. 290, Transportation Research Board, Washington, D.C., USA.10MITCHELL, J.K. e ZORNBERG, J.K. (1995), “Reinforced soil structures with poorly draining backfills. Part II: Case histories and applications”, Geosynthetics International, v.2, n.1, pp.265-307.11SCHLOSSER, F. e BASTICK, M. (1991), Reinforced Earth. In: Fang, H.Y. (ed), Foundation Engineering Handbook, 2 ed., Van Nostrand Reinhold, New York.12SEGRESTIN, P. (1993), Design of sloped reinforced fill structures. In: Retaining Structures, Thomas Telford, Londres, pp. 574-586.13T.A.I. (1989), Reinforced earth retaining walls, Technical brochure, Terre Armée Internationale.14ZORNBERG, J.G. e MITCHELL, J.K. (1994), “Reinforced soil structures with poorly draining backfills. Part I: Reinforcement interactions and functions”, Geosynthetics International, v.1, n.2, pp.103-147.15ZORNBERG, J., SITTAR, N. e MITCHELL, J.K. (1995), Performance of geotextile-reinforced soil slopes at failure: A centrifuge study, Geotech. Engrg. Report No. UCB/GT/95-01, University of California, Berkeley, California.16ZORNBERG, J., SITTAR, N. e MITCHELL, J.K. (1998a) “Performance of Geosynthetic Reinforced Slopes at Failure”, J. Geot. and Geoenv. Engrg. (124)08, pp. 670-683.17ZORNBERG, J., SITTAR, N. e MITCHELL, J.K. (1998b) “Limit equilibrium as basis for design of geosynthetic reinforced slopes”, J. Geot. and Geoenv. Engrg. (124)08, pp. 684-698.18BECKER, L.B. e EHRLICH, M. (2009) "Muros e taludes de solo reforçado: projeto e execução", Ed. Oficina de Textos, São Paulo.



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