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Articles

Fatigue of asphaltic dike revetments under wave loading: validation and improved modelling

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Pages 131-144 | Received 15 Dec 2015, Accepted 28 Mar 2016, Published online: 06 May 2016

References

  • de Looff, A.K., et al., 2006. Golfklap, a model to determine the impact of waves on dike structures with an asphaltic concrete layer. In Proceedings ICCE 2006. San Diego, CA.
  • de Looff, A. K., van de Ven, M.F.C., and ′t Hart, R., 2011. Resistance of aged asphalt concrete to wave attack. In Proceedings of the Coastal Structures 2011 conference. Yokohama.
  • Wichman, B.G.H.M., 2015a. Validation of wave impact (‘Golfklap’) assessment, based on an analysis of experimental results. Deltares, reference 1209437-021-HYE-0010-gbh.
  • Wichman, B.G.H.M., 2015b. 5.15 Definition and quantification of a model factor for the WAVE IMPACT model. Deltares, reference 1209437-021-HYE-0006-jvm.

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