5.8. REFERENCES
235
Scott, R. D., Turcke, D. J., and Baird, W. F. 1986. “A Unique Instrumentation Scheme for Measuring Loads in Model Dolos Units,”
Proceedings of the 20th Coastal Engineering Conference, American
Society of Civil Engineers, Vol 3, pp 2212-2223.
Scott, D., Turcke, D., and Baird, W. F. 1990. “Structural Modeling
of Dolos Armor Units,” Journal of Waterway, Port, Coastal, and
Ocean Engineering, American Society of Civil Engineers, Vol 116,
No. 1, pp 120-135.
Sharp, J. J. 1985. “Scaling the Weight of Breakwater Armor Units,”
Journal of Waterway, Port, Coastal, and Ocean Engineering, American Society of Civil Engineering, Vol 111, No. 3, pp 594-597.
Sharp, J. J., and Khader, M. H. A. 1984. “Scale Effects in Harbour
Models Involving Permeable Rubble Mound Structures,” Symposium
on Scale Effects in Modelling Hydraulic Structures, ed. H. Kobus,
IAHR, pp 7.12-1 - 7.12-5.
Shimada, A., Toshimi, F., Saito, S., Sakakiyama, T., and Hirakuchi, H.
1986. “Scale Effects on Stability and Wave Reflection Regarding Armor Units,” Proceedings of the 20th Coastal Engineering Conference,
American Society of Civil Engineers, Vol 3, pp 2238-2252.
Tekeli, S., and Maxwell, W. H. 1980. “Physical Modeling of Bubble
Screens,” Journal of the Waterway, Port, Coastal, and Ocean Division, American Society of Civil Engineering, Vol 106, No. WW1, pp
49-64.
Timco, G. W. 1981. “The Development Properties and Production of
Strength-Reduced Model Armour Units,” LTR-HY-92, National Research Council Canada Hydraulics Laboratory, Ottawa, Canada.
Timco, G. W., and Mansard, E. P. 1982. “Improvements in Modeling Rubble-Mound Breakwaters,” Proceedings of the 18th Coastal
Engineering Conference, American Society of Civil Engineers, Vol 3,
pp 2047-2061.
Timco, G. W., and Mansard, E. P. 1983. “On the Interpretation of
Rubble-Mound Breakwater Tests,” Proceedings of Coastal Structures
’83, American Society of Civil Engineers, pp 83-93.
Tprum, A, Mathiesen, B., and Escutia, R. 1979.
“Reliability of
Breakwater Model Tests,” Proceedings of Coastal Structures ’79,
American Society of Civil Engineers, pp 454-469.
235
Scott, R. D., Turcke, D. J., and Baird, W. F. 1986. “A Unique Instrumentation Scheme for Measuring Loads in Model Dolos Units,”
Proceedings of the 20th Coastal Engineering Conference, American
Society of Civil Engineers, Vol 3, pp 2212-2223.
Scott, D., Turcke, D., and Baird, W. F. 1990. “Structural Modeling
of Dolos Armor Units,” Journal of Waterway, Port, Coastal, and
Ocean Engineering, American Society of Civil Engineers, Vol 116,
No. 1, pp 120-135.
Sharp, J. J. 1985. “Scaling the Weight of Breakwater Armor Units,”
Journal of Waterway, Port, Coastal, and Ocean Engineering, American Society of Civil Engineering, Vol 111, No. 3, pp 594-597.
Sharp, J. J., and Khader, M. H. A. 1984. “Scale Effects in Harbour
Models Involving Permeable Rubble Mound Structures,” Symposium
on Scale Effects in Modelling Hydraulic Structures, ed. H. Kobus,
IAHR, pp 7.12-1 - 7.12-5.
Shimada, A., Toshimi, F., Saito, S., Sakakiyama, T., and Hirakuchi, H.
1986. “Scale Effects on Stability and Wave Reflection Regarding Armor Units,” Proceedings of the 20th Coastal Engineering Conference,
American Society of Civil Engineers, Vol 3, pp 2238-2252.
Tekeli, S., and Maxwell, W. H. 1980. “Physical Modeling of Bubble
Screens,” Journal of the Waterway, Port, Coastal, and Ocean Division, American Society of Civil Engineering, Vol 106, No. WW1, pp
49-64.
Timco, G. W. 1981. “The Development Properties and Production of
Strength-Reduced Model Armour Units,” LTR-HY-92, National Research Council Canada Hydraulics Laboratory, Ottawa, Canada.
Timco, G. W., and Mansard, E. P. 1982. “Improvements in Modeling Rubble-Mound Breakwaters,” Proceedings of the 18th Coastal
Engineering Conference, American Society of Civil Engineers, Vol 3,
pp 2047-2061.
Timco, G. W., and Mansard, E. P. 1983. “On the Interpretation of
Rubble-Mound Breakwater Tests,” Proceedings of Coastal Structures
’83, American Society of Civil Engineers, pp 83-93.
Tprum, A, Mathiesen, B., and Escutia, R. 1979.
“Reliability of
Breakwater Model Tests,” Proceedings of Coastal Structures ’79,
American Society of Civil Engineers, pp 454-469.