5.8. REFERENCES
231
5 .8 References
Ahrens, J. P. 1989. “Stability of Reef Breakwaters,” Journal of Waterway, Port, Coastal, and Ocean Engineering, American Society of Civil
Engineers, Vol 115, No. 2, pp 221-234.
Anglin, C. D., Scott, R. D., Turcke, D. J., and Turcke, M. A. 1990. “The
Development of Structural Design Criteria for Breakwater Armour
Units,” Proceedings of Stresses in Concrete Armor Units, American
Society of Civil Engineers, pp 123-148.
Boer, K. den. 1985. “Damage to Armor Units: Model Technique,” Journal of Waterway, Port, Coastal, and Ocean Engineering, American
Society of Civil Engineers, Vol 111, No. 5, pp 817-827.
Broderick, L. L. 1984. “Riprap Stability versus Monochromatic and Irregular Waves,” M.S. Thesis, George Washington University, Washington, DC.
Burcharth, H. F. 1983. “Comments on the Paper by G. W. Timco Titled: On the Structural Integrity of Dolos Units Under Dynamic Loading Conditions,” Coastal Engineering, Vol 7, pp 97-101.
Burcharth, H. F., Howell, G. L., and Liu, Z. 1991. “On the Determination of Concrete Armour Unit Stresses Including Specific Results
Related to Dolosse,” Coastal Engineering, Vol 15, pp 107-165.
Dai, Y. B., and Kamel, A. M. 1969. “Scale Effect Tests for RubbleMound Breakwaters; Hydraulic Model Investigation,” Research
Report H-69-2, US Army Engineer Waterways Experiment Station,
Vicksburg, Mississippi.
Fiihrbôter, A. 1986. “Model and Prototype Tests for Wave Impact and
Run-up on a Uniform 1:4 Slope,” Coastal Engineering, Vol 10, pp
49-84.
Funke, E. R., and Haines, S. A. 1976. “Production of Model Armour
Units for Scale Breakwaters,” LTR-HY-52, National Research Council
Canada Hydraulics Laboratory, Ottawa, Canada.
Hall, K. R. 1990. “Aeration in Rubble-Mound Breakwater Models,”
Journal of Waterway, Port, Coastal, and Ocean Engineering, American Society of Civil Engineering, Vol 116, No. 3, pp 400-405.
Hendry, R. W. 1982. “Construction Sequence Modelling for Harbour
Breakwaters,” Proceedings of the 18th Coastal Engineering Conference, American Society of Civil Engineers, Vol 2, pp 1765-1785.
231
5 .8 References
Ahrens, J. P. 1989. “Stability of Reef Breakwaters,” Journal of Waterway, Port, Coastal, and Ocean Engineering, American Society of Civil
Engineers, Vol 115, No. 2, pp 221-234.
Anglin, C. D., Scott, R. D., Turcke, D. J., and Turcke, M. A. 1990. “The
Development of Structural Design Criteria for Breakwater Armour
Units,” Proceedings of Stresses in Concrete Armor Units, American
Society of Civil Engineers, pp 123-148.
Boer, K. den. 1985. “Damage to Armor Units: Model Technique,” Journal of Waterway, Port, Coastal, and Ocean Engineering, American
Society of Civil Engineers, Vol 111, No. 5, pp 817-827.
Broderick, L. L. 1984. “Riprap Stability versus Monochromatic and Irregular Waves,” M.S. Thesis, George Washington University, Washington, DC.
Burcharth, H. F. 1983. “Comments on the Paper by G. W. Timco Titled: On the Structural Integrity of Dolos Units Under Dynamic Loading Conditions,” Coastal Engineering, Vol 7, pp 97-101.
Burcharth, H. F., Howell, G. L., and Liu, Z. 1991. “On the Determination of Concrete Armour Unit Stresses Including Specific Results
Related to Dolosse,” Coastal Engineering, Vol 15, pp 107-165.
Dai, Y. B., and Kamel, A. M. 1969. “Scale Effect Tests for RubbleMound Breakwaters; Hydraulic Model Investigation,” Research
Report H-69-2, US Army Engineer Waterways Experiment Station,
Vicksburg, Mississippi.
Fiihrbôter, A. 1986. “Model and Prototype Tests for Wave Impact and
Run-up on a Uniform 1:4 Slope,” Coastal Engineering, Vol 10, pp
49-84.
Funke, E. R., and Haines, S. A. 1976. “Production of Model Armour
Units for Scale Breakwaters,” LTR-HY-52, National Research Council
Canada Hydraulics Laboratory, Ottawa, Canada.
Hall, K. R. 1990. “Aeration in Rubble-Mound Breakwater Models,”
Journal of Waterway, Port, Coastal, and Ocean Engineering, American Society of Civil Engineering, Vol 116, No. 3, pp 400-405.
Hendry, R. W. 1982. “Construction Sequence Modelling for Harbour
Breakwaters,” Proceedings of the 18th Coastal Engineering Conference, American Society of Civil Engineers, Vol 2, pp 1765-1785.