Solos

Código: PCIV7074
Curso: Mestrado em Engenharia Civil
Créditos: 3
Carga horária: 45
Ementa: Comportamento, Métodos de Análise e Dimensionamento de Estruturas de Contenção de Solo Reforçado (ECSR).
Bibliografia: 1. DANTAS, B. T. D. (2004); ANÁLISE DO COMPORTAMENTO DE ESTRUTURAS DE SOLO REFORÇADO SOB CONDIÇÕES DE TRABALHO; TESE DE D.SC. 2. ELIAS, 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. 3. JEWELL, 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. 4. JURAN, 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. 5. JURAN, 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. 6. LESHCHINSKY, D. E BOEDEKER, R. H., (1989), .GEOSYNTHETIC REINFORCED SOIL STRUCTURES., JOURNAL OF GEOTECHNICAL ENGINEERING, V. 115, N. 10, PP. 1459-1478. 7. LESHCHINSKY, D. E PERRY, E.B. (1989), .ON THE DESIGN OF GEOSYNTHETIC-REINFORCED WALLS., GEOTEXTILES AND GEOMEMBRANES, V.8, PP. 311-323. 8. LESHCHINSKY, 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. 9. MITCHELL, 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. 10. MITCHELL, 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. 11. SCHLOSSER, F. E BASTICK, M. (1991), REINFORCED EARTH. IN: FANG, H.Y. (ED), FOUNDATION ENGINEERING HANDBOOK, 2 ED., VAN NOSTRAND REINHOLD, NEW YORK. 12. SEGRESTIN, P. (1993), DESIGN OF SLOPED REINFORCED FILL STRUCTURES. IN: RETAINING STRUCTURES, THOMAS TELFORD, LONDRES, PP. 574-586. 13. T.A.I. (1989), Reinforced earth retaining walls, Technical brochure, Terre Armée Internationale. 14. ZORNBERG, 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. 15. ZORNBERG, 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. 16. ZORNBERG, 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. 17. ZORNBERG, 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.