5.8. REFERENCES
233
Kostense, J. K., and Boer, K. den. 1984. “Effect of Model Scale on
the Stability of Concrete-Block Slope Revetment,” Publication No.
318, Delft Hydraulics Laboratory, Emmeloord, The Netherlands.
Le Méhauté, B. 1965. “Wave Absorbers in Harbors,” Contract Report
No. 2-122, US Army Engineer Waterways Experiment Station, Vicksburg, Mississippi.
Le Méhauté, B. 1976. “Similitude in Coastal Engineering,” Journal of
the Waterways, Harbors and Coastal Engineering Division, American
Society of Civil Engineers, Vol WW3, pp 317-335.
Lillevang, O. J., Raichlen, F., Cox, J. C., and Behnke, D. L. 1984. “A
Detailed Model Study of Damage to a Large Breakwater and Model
Verification of Concepts for Repair and Upgraded Strength,” Proceedings of the 19th Coastal Engineering Conference, American Society
of Civil Engineers, Vol 3, pp 2773-2809.
Lundgren, H. 1969. “Wave Shock Forces: An Analysis of Deformations
and Forces in the Wave and in the Foundation,” Proceedings of the
Symposium on Research on Wave Action, Delft Hydraulics Laboratory, Emmeloord, The Netherlands, Vol II, Paper 4.
Mansard, E. P. D. 1990. “Some Recent Advances in Physical Modelling
of Rubble-Mound Breakwaters,” Journal of Coastal Research, Special
Issue 7, pp 5-18.
Mansard, E. P., and Pratte, B. D. 1982. “Moored Ship Response in
Irregular Waves,” Proceedings of the 18th Coastal Engineering Conference, American Society of Civil Engineers, Vol 3, pp 2621-2640.
Markle, D. G. 1989. “Physical Models of Coastal Structures As Designed and Used by the US Army Corps of Engineers,” Journal of
Coastal Research, Vol 5, No. 3, pp 573-592.
Markle, D. G. 1990. “Crescent City Instrumented Model Dolos Study,”
Proceedings of Stresses in Concrete Armor Units, American Society
of Civil Engineers, pp 180-200.
Markle, D. G., and Greer, H. C. 1992. “Crescent City Instrumented
Model Dolos Study; Coastal Model Investigation,” Technical Report
CERC-92-15, US Army Engineer Waterways Experiment Station,
Coastal Engineering Research Center, Vicksburg, Mississippi.
233
Kostense, J. K., and Boer, K. den. 1984. “Effect of Model Scale on
the Stability of Concrete-Block Slope Revetment,” Publication No.
318, Delft Hydraulics Laboratory, Emmeloord, The Netherlands.
Le Méhauté, B. 1965. “Wave Absorbers in Harbors,” Contract Report
No. 2-122, US Army Engineer Waterways Experiment Station, Vicksburg, Mississippi.
Le Méhauté, B. 1976. “Similitude in Coastal Engineering,” Journal of
the Waterways, Harbors and Coastal Engineering Division, American
Society of Civil Engineers, Vol WW3, pp 317-335.
Lillevang, O. J., Raichlen, F., Cox, J. C., and Behnke, D. L. 1984. “A
Detailed Model Study of Damage to a Large Breakwater and Model
Verification of Concepts for Repair and Upgraded Strength,” Proceedings of the 19th Coastal Engineering Conference, American Society
of Civil Engineers, Vol 3, pp 2773-2809.
Lundgren, H. 1969. “Wave Shock Forces: An Analysis of Deformations
and Forces in the Wave and in the Foundation,” Proceedings of the
Symposium on Research on Wave Action, Delft Hydraulics Laboratory, Emmeloord, The Netherlands, Vol II, Paper 4.
Mansard, E. P. D. 1990. “Some Recent Advances in Physical Modelling
of Rubble-Mound Breakwaters,” Journal of Coastal Research, Special
Issue 7, pp 5-18.
Mansard, E. P., and Pratte, B. D. 1982. “Moored Ship Response in
Irregular Waves,” Proceedings of the 18th Coastal Engineering Conference, American Society of Civil Engineers, Vol 3, pp 2621-2640.
Markle, D. G. 1989. “Physical Models of Coastal Structures As Designed and Used by the US Army Corps of Engineers,” Journal of
Coastal Research, Vol 5, No. 3, pp 573-592.
Markle, D. G. 1990. “Crescent City Instrumented Model Dolos Study,”
Proceedings of Stresses in Concrete Armor Units, American Society
of Civil Engineers, pp 180-200.
Markle, D. G., and Greer, H. C. 1992. “Crescent City Instrumented
Model Dolos Study; Coastal Model Investigation,” Technical Report
CERC-92-15, US Army Engineer Waterways Experiment Station,
Coastal Engineering Research Center, Vicksburg, Mississippi.