Cargas laterales en pilotes (página 2)

• 26. FAN, C.-C. & LONG, J.H. (2005). Assessment of existing methods for predicting soil response of laterally loaded piles in sand. Comput. Geotech., 32(4): 274–289.

• 27. FLEMING, K., WELTMAN, A., RANDOLPH, M.F. & ELSON, K. (2009). Piling Engineering. Third Edit. Taylor & Francis, 398 p.

• 28. GONZÁLEZ, J.R. (2014). Estudo Numérico do Comportamento de Estacas Carregadas Lateralmente. Dissertação de Mestrado, Publicação G.DM-239/2014, Departamento de Engenharia Civil e Ambiental, Universidade de Brasília, Brasília, DF, 118 p.

• 29. GOMEZ DANTAS DE ARAUJO, A (2013). Provas de carga estatica com carregamento lateral em estacas escavadas hélice continua e cravadas metálicas em areia. Universidade federal do Rio Grande do Norte. Natal

• 30. HARR, M. E. (1996). Reliability Based Desingn in Civil Engineering. (p. 291). Dover Publications.

• 31. HASHIGUCHI, K. (1988). Subloading surface model in unconventional plasticity. Int. J. Solids Struct., 25(8): 917–945.

• 32. HELWANY, S. (2007). Applied Soil Mechanics: with ABAQUS Applications. Sam. John Wiley & Sons, Ltd, 398 p.

• 33. HUANG A.B., HSUEH C.K., O"NEILL M.W., CHERN S., CHEN C. (2001). Effects of construction on laterally loaded pile groups. Geotechnical and Geoenvironmental Engineering, ASCE, 127(5): 385–397.

• 34. IBAÑEZ, M. & QUEVEDO, G.S. (2010). Modelación por elementos finitos de pilotes colados in situ en suelos friccionantes. Ingeniería, 14(2): 113–119.

• 35. KARASEV OV, TALANOV GP, BENDA SF (1977). Investigation of the work of single situ-cast piles under different load combinations. J Soil Mechanics and Foundation Engineering (Translated from Russian), 14(3): 173–7.

• 36. KARTHIGEYAN, S., RAMAKRISHNA, V.V.G.S.T. & RAJAGOPAL, K. (2006). Influence of vertical load on the lateral response of piles in sand. Comput. Geotech., 33(2): 121–131.

• 37. KIM, Y. & JEONG, S. (2011). Analysis of soil resistance on laterally loaded piles based on 3d soil–pile interaction. Comput. Geotech., 38(2): 248–257.

• 38. KULHAWY, F.H. & CHEN, Y.J. (1995). A thirty year perspective on Broms´ Lateral Loading Models, as applied to drilled Shafts. 16 p.

• 39. MANDOLINI A., RUSSO G., VIGGIANI C. (2005). Pile foundations: experimental investigations, analysis and design. 16th International Conference on Soil Mechanics and Foundation Engineering, Osaka, 1, 177–213.

• 40. MICHE, R.J. (1930) Investigation of Piles Subject to Horizontal Forces. Application to Quay Walls. Journal of the School of Engineering, n°4, Giza, Egito.

• 41. NG C.W.W., ZHANG L., NIP D.C.N. (2001). Response of laterally loaded large–diameter bored pile groups. Geotechnical and Geoenvironmental Engineering, ASCE, 127(8): 658–669.

• 42. NIENOV, F.A. (2006). Comportamento à compressão de estacas escavadas de pequeno diâmetro em solo sedimentar na região de Santa Maria. Dissertação de Mestrado, Universidade Federal de Santa Maria, 133 p.

• 43. POULOS, H.G. & DAVIS, E.H. (1980). Pile Foundation Analysis and Design. Rainbow-Bridge Book Co., 410 p.

• 44. POULOS, H. G. & DAVIS, E. H. (1980). Pile foundation analysis and design. John Wiley & Sons, New York, N.Y.

• 45. POULOS, H. G. (1971a). Behavior of laterally loaded piles: I-Single Piles. J.S.M.F.D., ASCE, vol. 97, n. SM5, p. 733-751.

• 46. POULOS, H. G. (1971b). Behavior of laterally loaded piles: II-Piles Groups. J.S.M.F.D., ASCE, vol. 97, n. SM5, p. 733-751.

• 47. PRICE G., WARDLE I.F. (1987). Lateral load tests on large diameter bored piles. Contractor report 46, Transport and Road Research Laboratory, Department of Transport, Crowthorne, England, 45 p.

• 48. QUEVEDO, G.S. (2002). Aplicación de los estados límites y la teoría de seguridad en el diseño geotécnico en Cuba. Tesis de Doctorado, Universidad Central Marta Abreu de las Villas, 171 p.

• 49. RANDOLPH, M.F. (1981). The response of flexible piles to lateral loading. Géotechnique, 31(2): 247–259.

• 50. RANDOLPH, M.F. (2003). Science and empiricism in pile foundation design. Géotechnique, 53(10): 847–875.

• 51. RANDOLPH, M.F. & GOURVENEC, S. (2011). Offshore Geotechnical Engineering. First Edit. Spon Press, 528 p.

• 52. REESE, L.C. & VAN IMPE, W. (2001). Single piles and pile groups under lateral loading. Taylor & Francis, 479 p.

• 53. REESE L.C., WELCH R.C. (1975). Lateral loading of deep foundations in stiff clay. J. Geotechnical Engineering Division, ASCE, 101 (7), 633–649.

• 54. RUSSO, G. & VIGGIANI, C. (2008). Piles under horizontal load: an overview. Second BGA International Conference on Foundations, 20.

• 55. SALES, M.M. (2000). Análise do comportamento de sapatas estaqueadas. Tese de Doutorado, Departamento de Engenharia Civil e Ambiental, Universidade de Brasilia, Brasília, DF, 229 p.

• 56. SIMULIA. (2010). Abaqus analysis user"s manual pp. 679.

• 57. VELLOSO, D.A.; LOPES, F.R. (2010) Fundações: Critérios de Projeto, Investigação do Subsolo, Fundações Superficiais, Fundações Profundas. São Paulo: Oficina de Textos. 528p.

• 58. ZAMMATARO, B., DE ALBUQUERQUE, P., DE CARVALHO, D. & MENEZES, S. (2007). Utilização dos métodos de previsão de carga de ruptura à compressão, em provas de carga horizontais.

• 59. ZHANG, F., KIMURA, M., NAKAI, T. & HOSHIKAWA, T. (2000). Mechanical behavior of pile foundations subjected to cyclic lateral loading up to the ultimate state. Soils Found., 40(5): 1–17.

• 60. ZHANG, L. (2009). Nonlinear analysis of laterally loaded rigid piles in cohesionless soil. Comput. Geotech., 36(5): 718–724.

Autor:

Dr. C Ing. Luis O. Ibañez Mora

Ing. José Alberto Paz Pérez

Universidad Central Marta Abreu de Las Villas. Facultad de Construcciones. Departamento de Ingeniería Civil.