Abstract
The design of a new entrance for the Barcelona harbour involved opening a channel through the existing dyke and the protection of the opening by means of a new dyke made of reinforced concrete caissons (Fig. 5.1).
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References
Alonso, E.E. and Gens, A. (1999) Geotechnical design and construction of breakwaters. Bilbao Harbour (Invited Lecture). Proceedings of the 12th European Conference on Soil Mechanics and Geotechnical Engineering. Amsterdam, 1, 489–510.
Alonso, E.E. and Krizek, R.J. (1975) Consolidation of randomly heterogeneous clay strata. Transportation Research Record 548, 30–47.
Davis, E.H. and Booker, J.R. (1973) The effect of increasing strength with depth on the bearing capacity of clays. Géotechnique 23 (4), 551–563.
Davis, E.H. and Poulos, H.G. (1972) Rate of settlement under two- and three- dimensional conditions. Géotechnique 22 (1), 95–114.
Goda, Y. (1985) Random Seas and Design of Maritime Structures. University of Tokyo Press, Tokyo.
de Groot, M.B., Bolton, M.D., Foray, P., Meijers, P., Palmer, A.C., Sandven, R., Sawicki, A. and The, T.C. (2006). Physics of liquefaction phenomena around marine structures. Journal of Waterway, Port, Coastal, and Ocean Engineering 132 (4), 227–243.
Ishihara, K. (1993) Liquefaction and flow failure during earthquakes. Géotechnique 43 (3), 351–415.
Jeng, D.S. (1998) Wave-induced seabed response in a crossanisotropic seabed in front of a breakwater: an analytical solution. Ocean Engineering 25 (1), 49–67.
Jeng, D.S. (2001) Mechanism of the wave-induced seabed instability in the vicinity of a breakwater: a review. Ocean Engineering 28, 537–570.
Jeng, D.S. and Lin, Y.S. (2000) Poroelastic analysis of the wave-sea interaction problem. Computers and Geotechnics 26, 43–64.
Kudella, M., Oumeraci, H., de Groot, M.B. and Meijers, P. (2006) Large-scale Experiments on pore pressure generation underneath a caisson breakwater. Journal of Waterway, Port, Coastal, and Ocean Engineering 132 (4), 310–324.
Lunne, T., Robertson, P.K. and Powell, J.J.M. (1997) Cone Penetration Testing in Geotechnical Practice. Blackie Academic/Chapman and Hall, E&FN Spon, London.
NGI (2002) Report on DSS Tests. Port Authority. Barcelona.
Olson, S.M. and Stark, T.D. (2002) Liquefied strength ratio from liquefaction flow failure case histories. Canadian Geotechnical Journal 39, 629–647.
Oumeraci, H. (1994). Review and analysis of vertical breakwater failures-lessons learned. Coastal Engineering 22, 3–29.
Potts, D. and Zdravkovic, L. (1999) Finite Element Analysis in Geotechnical Engineering: Volume I, Theory. Telford Publishing, London.
Poulos, H.G. and Davis, E.H. (1973) Elastic Solutions for Soil and Rock Mechanics. Wiley. New York.
Rowe, P.W. and Craig, W.H. (1976) Studies of offshore caissons founded on Ostercheelde sand. Design and construction of offshore structures, ICE, London, 49–60.
Sassa, S. and Sekiguchi, H. (2001). Analysis of wave-induced liquefaction of sand beds. Géotechnique 51 (2), 115–126
Seed, R.B., Cetin, K.O., Moss, R.E.S., Kammerer, A.M., Wu, J., Pestana, J.M., Riemer, M.F., Sancio, R.B., Bray, J.D., Kayen, R.E. and Faris, A. (2003) Recent advances in soil liquefaction engineering: a unified and consistent framework. Proceedings of the 26th Annual ASCE Los Angeles Geotechnical Spring Seminar, Keynote Presentation, H.M.S. Queen Mary, Long Beach, California. 71 pp.
Van der Poel, J.T. and de Groot, M.B. (1998) Cyclic load tests on a caisson breakwater placed on sand. Proceedings of the International Conference Centrifuge 98 1, 403–408
Wood, D.M. (1990) Soil Behaviour and Critical State Soil Mechanics. Cambridge University Press, Cambridge.
Youd, T.L. and Idriss, I.M. (2001) Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils. ASCE Journal of Geotechnical and Geo-Environmental Engineering 127 (10), 297–313.
Zhang, X.Y., Lee, F.H. and Leung, C.F. (2009) Response of caisson breakwater subjected to repeated impulsive loading. Géotechnique 59 (1), 3–16.
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Puzrin, A.M., Alonso, E.E., Pinyol, N.M. (2010). Caisson Failure Induced by Liquefaction: Barcelona Harbour, Spain. In: Geomechanics of Failures. Springer, Dordrecht. https://doi.org/10.1007/978-90-481-3531-8_5
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