Fundamentos de Ingeniería de Cimentaciones Braja M. Das 7ma. Edición Parte 2

Referencias 635 Bowles, J.E. (1982). Foundation Analysis and Design, McGraw-Hill, Nueva York.

Bowles, J.E. (1996). Foundation Analysis and Design, McGraw-Hill, Nueva York, Briaud, J.L., Tucker, L., Lytton, R.L. y Coyle, H.M. (1985). Behavior of Piles and Pile Groups, Report No. FHWAyRD-83y0.38, Federal Highway Administration, Washington, DC. Broms, B.B. (1965). “Design of Laterally Loaded Piles”, Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, vol. 91, núm. SM3, pp. 79-99.

Chen, Y.J. y Kulhawy, F.H. (1994). “Case History Evaluation of the Behavior of Drilled Shafts under Axial and Lateral Loading”, Final Report, Project 1493-04, EPRI TR-104601, Geotechnical Group, Cornell University, Ithaca, Nueva York, diciembre.

Coyle, H.M. y Castello, R.R. (1981). “New Design Correlations for Piles in Sand”, Journal of the Geotechnical Engineering Division, American Society of Civil Engineers, vol. 107, núm. GT7, pp. 965-986.

Davisson, M.T. (1973). “High Capacity Piles”, en Innovations in Foundation Construction, Proceedings of a Lecture Series, Illinois Section, American Society of Civil Engineers, Chicago.

Davisson, M.T. (1970). “BRD Vibratory Driving Formula”, Foundation Facts, vol. VI, núm. 1, pp. 9-11.

Davisson, M.T. y Gill, H.L. (1963). “Laterally Loaded Piles in a Layered Soil System”, Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, vol. 89, núm. SM3, pp.

63-94.

Feng, Z. y Deschamps. R.J. (2000). “A Study of the Factors Influencing the Penetration and Capacity of Vibratory Driven Piles”, Soils and Foundations, vol. 40, núm.3, pp. 43-54.

Goodman, R.E. (1980). Introduction to Rock Mechanics, Wiley, Nueva York.

Guang-Yu, Z. (1988). “Wave Equation Applications for Piles in Soft Ground”, Proceedings, Third International Conference on the Application of Stress-Wave Theory to Piles (B.H. Fellenius, ed.), Ottawa, Ontario, Canadá, pp. 831-836.

Janbu, N. (1953). An Energy Analysis of Pile Driving with the use of Dimensionless Parameters, Norwegian Geotechnical Institute, Oslo, Publicación núm. 3.

Kishida, H. y Meyerhof, G.G. (1965). “Bearing Capacity of Pile Groups under Eccentric Loads in Sand”, Proceedings, Sixth International Conference on Soil Mechanics and Foundation Engineering, Montreal, vol. 2, pp. 270-274.

Liu, J.L., Yuan, Z.I. y Zhang, K.P. (1985). “Cap-Pile Soil Interaction of Bored Pile Groups,” Proceedings, Eleventh International Conference on Soil Mechanics and Foundation Engineering, San Francisco, vol. 3, pp. 1433-1436.

Mansur, C.I. y Hunter, A.H. (1970). “Pile Tests-Arkansas River Project”, Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, vol. 96, núm. SM6. pp. 1545-1582.

Matlock, H. y Reese, L.C. (1960). “Generalized Solution for Laterally Loaded Piles”, Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, vol. 86, núm. SM5, parte I, pp. 63-91.

Meyerhof, G.G. (1976). “Bearing Capacity and Settlement of Pile Foundations”, Journal of the Geotechnical Engineering Division, American Society of Civil Engineers, vol. 102, núm. GT3, pp. 197-228.

Notthingam, L.C. y Schmertmann, J.H. (1975). An Investigation of Pile Capacity Design Procedures, Research Report No. D629, Department of Civil Engineering, University of Florida, Gainesville, FL. Olson, R.E. y Flaate, K.S. (1967). “Pile Driving Formulas for Friction Piles in Sand”, Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, vol. 93, núm. SM6, pp. 279-296.

O’neill, M.W. y Reese, L.C. (1999). Drilled Shafts: Construction Procedure and Design Methods, FHWA Report núm. IF-99-025.

Schmertmann, J.H. (1978). Guidelines for Cone Penetration Test: Performance and Design, Report FHWA-TS-78-209. Federal Highway Administration, Washington, DC. Seiler, J.F. y Keeney, W.D. (1944). “The Efficiency of Piles in Groups”, World Preserving News, vol. 22, núm. 11 (noviembre).