|
<< Click to Display Table of Contents >> Navigation: »No topics above this level« References |
•Aoki N & Velloso, D A (1975) An approximate method to estimate the bearing capacity of piles, 5th Pan Am Conf on Soil Mechanics and Foundation Engineering, Buenos Aires, vol 5, p 367-374
•Aoki N (1989) Prediction of the behaviour of vertical driven piles under static and dynamic conditions, Report to Technical Committee on Pile Driving, Vol 2, Drivability of Piles, Discussion session 14, 12th ICSMFE, Rio de Janeiro, Brazil, p 55 - 61
•Décourt L & Quaresma, A.R.(1978). Capacidade de carga de Estacas a partir de valores de SPT, 6th Cobramsef Brazilian Congress on Soil Mechnicas and Foundation Engineering, Rio de Janeiro, vol 1, p 45-54.
•Décourt L (1996). Análise e Projeto de Fundações Profundas: Estacas. Fundações: Teoria e Prática, Hachich et al. (eds), Ed. Pini Ltda., São Paulo, Cap. 8.1, p.265-301.
•Kusakabe (1989) Report, Discussion Session 14, Technical Committee on Pile Driving, Vol 2, Drivability of Piles, Discussion session 14, 12th ICSMFE, Rio de Janeiro, Brazil, Published by the Japanese Society of Soil Mechanics and Foundation Engineering.
•Lobo B O; Schnaid, F; Odebrecht E; Rocha, M.M (2009). . Previsão de capacidade de Carga de estacas através dos conceitos de energia do Ensaio SPT. Geotecnia (Lisboa), v. 115, p. 5-20, 2009.
•Monteiro P F (2000). Capacidade de carga de estacas – critério estático, Sefe IV Special Foundation Seminar, vol 2, São Paulo, SP, p 356 – 359.
•Odebrecht, E; Rocha, M. M; Schnaid, F; Bernardes, G. P. (2005) Energy efficiency for standard penetration tests. ASCE, v 131:10, p.1252-1263.
•Schnaid F, Odebrecht E ; Rocha M M (2007) . On the mechanics of dynamic penetration test. Geomechanics and Geoenginnering: An International Journal, v. 3, p. 12-16, 2007.