Ahmad, M. (1953) Experiments on designs and behaviour of spur dikes. Proc. IAHR. Conf. Minnesota, pp 145-159.
Cardoso, A.H. Eros (es localizadas junto de espor(es fluviais e de encontros e pilares de pontos. Informe del CEHIDRO, Instituto Superior Técnico, UTL, Lisboa (versión provisional).
Cardoso, A.H., Bettes, R. Time evolution and effect of channel geometry on local scour at bridge abutment. Journal of Hydraulic Engineering (aceptado para su publicación).
[+]
Ahmad, M. (1953) Experiments on designs and behaviour of spur dikes. Proc. IAHR. Conf. Minnesota, pp 145-159.
Cardoso, A.H. Eros (es localizadas junto de espor(es fluviais e de encontros e pilares de pontos. Informe del CEHIDRO, Instituto Superior Técnico, UTL, Lisboa (versión provisional).
Cardoso, A.H., Bettes, R. Time evolution and effect of channel geometry on local scour at bridge abutment. Journal of Hydraulic Engineering (aceptado para su publicación).
Dongol, D.M.S. (1984) Local scour at bridge abutments. Tesi de doctorado. University of Auckland. Department of civil engineering. Report nº 544.
Ettema, R. (1980). Scour at bridge piers. University of Auckland. Department of civil engineering. Report nº 216.
Franzetti, S., larcan, E., Mignosa, P. (1982). Influence of tests duration on the evaluation of ultimate scour around circular piers. International Conference on the Hydraulic Modelling of Civil Engineering Structures, paper G2, Coventry, England.
Kandasamy, J.K. (1985). Local scour at skewed abutments. University of Auckland. Department of civil engineering. Report nº 375.
Kandasamy, J.K. (1989) Abutment scour. Tesi de doctorado. University of Auckland. Department of civil engineering. Report nº 458.
Kothary, U.C., Ranga Raju, K.G., Garde, R.J. (1992) Livebed scour around cylindrical bridge piers. Journal of Hydraulic Research. Vol. 30, nº 5. pp 701-715.
Kwan, T.F. (1984) Study of abutment scour. University of Auckland. Department of civil engineering. Report nº 328.
Kwan, T.F. (1988) A study of abutment scour. Tesi de doctorado. University of Auckland. Department of civil engineering. Report nº 451.
Laursen, E.M. (1958) Scour at bridge crossings. Iowa. Highway Research Board Bulletin, nº 8, Iowa Institute of Hydraulic Research, State University of Iowa, USA.
LNEC (1982) Canal de inclinaç(o variável. Descriç (o do tanque de montante, canal propiamente dito, tanque de jusante e circuito de retorno. Ministerio de Habitaç (o e
obras públicas. Laboratorio Nacional de Engenharia Civil.
Melville, B.W. (1992). Local scour at bridge abutments. Journal of Hydraulic Engineering, ASCE. Vol. 118, nº 4 April, pp 615-631.
Melville, B.W. (1995). Bridge abutment scour in compound channels. Journal of Hydraulic Engineering, ASCE. Vol. 121, nº 12 December, pp 863-868.
Melville, B.W. (1997). Pier and abutment scour: integrated approach. Journal of Hydraulic Engineering, ASCE. Vol. 123, nº 2, February, pp 125-136.
Richardson, E.V., Harrison, L.J., Richardson, J.R. Davies, S.R. (1993). Evaluating scour at bridges. Federal Highway Administration, Pub. FHWA-P-90-017, Virginia, USA.
Whitehouse, R.J.S. (1997). Scour at marine structures: a manual for engineers and scientists. HR Wallingford Research, report SR417, Wallingford, UK.
[-]