338
9
Presión lateral de tierra
9.13 Para el muro de retención descrito en el problema 9.12, determine la fuerza pasiva Pp por longitud unitaria de muro usando la ecuación de Coulomb para los
siguientes valores del ángulo de fricción del muro: a. 0=0° b. 0=10° c. 0 = 20°
Referencias Coulomb, C. A. (1776). "Essai sur une Application des Regles de Maximis et Minimis a quelques Problemes de Statique, relatifs al' Architecture," Mem. Roy. des Sciences, Paris, Vol. 3, 38. Jaky, 1. (1944). "The Coefficient of Earth Pressure at Rest," Journal of the Society of Hungarian Architects and Engineers, Vol. 7, 355-358. Massarsch, K R (1979). "Lateral Earth Pressure in Normally Consolidated Clay," Proceedings ofthe Seventh European Conference on Soil Mechanics and Foundation Engineering, Brighton, England, Vol. 2, 245-250. Rankine, W. M. 1. (1857). "On Stability on Loose Earth," Philosophic Transactions of Royal Society, London, Part 1, 9-27.
Referencias suplementarias para estudio adicional Brooker, E . W., and Ireland, H. O. (1965). "Earth Pressure at Rest Related to Stress History," Canadian Geotechnical Journal, Vol. 2, No. 1, 1-15. Caquot, A., and Kerisel, 1. (1948). Tables por the Calculation of Passive Pressure, Active Pressure, and Bearing Capacity of Foundations, Gauthier-Villars, Paris. Dubrova, G.A. (1963). "Interaction of Soil and Structures," Izd. Rechnoy Transport, Moscow. Matsuzawa, H., and Hazarika, H . (1996). "Analysis of Active Earth Pressure Against Rigid Retaining Wall Subjected to Different Modes of Movement," Soils and Foundations, Tokyo, Japan, Vol. 36, No. 3, 51-66. Mayne, P. w., and Kulhawy, F. H. (1982). "Ka-OCR Relationships in Soil," Journal of the Geotechnical Engineering Division, ASCE, Vol. 108, No. GT6, 851-872. Mazindrani, Z . H., and Ganjali, M. H. (1997). "Lateral Earth Pressure Problem of Cohesive Backfill with Inclined Surface," Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 123, No. 2.110-112. Sherif, M. A., and Fang, Y. S. (1984). "Dynamic Earth Pressure on Walls Rotating About the Top," Soil and Foundations, Vol. 24, No. 4,109-117. Sherif, M. A., Fang, Y. S., and Sherif, R 1. (1984). "KA and Ka Behind Rotating and NonYielding Walls," Journal of Geotechnical Engineering, ASCE, Vol. 110, No. GTl, 41-56. Spangler, M. G. (1938). "Horinzontal Pressures on Retaining Walls Due to Concentrated Surface Loads," Iowa State University Engineering Experiment Station, Bulletin. No. 140. Terzaghi, K (1941). "General Wedge Theory of Earth Pressure," Transactions, ASCE . Vol. 106,68-97. Terzaghi, K, and Peck, RE. (1967). Soil Mechanics in Engineering Practice, 2nd ed .. Wiley, New York.