ROCK SLOPE STABILITY with SHALLOW FORESHORES

Proceedings of the Coastal Engineering Conference

Volumn 2003-January, Issue , 2003, Pages 1524-1536

  Smith, Greg ^a   Wallast, Ida ^a   Van Gent, Marcel R A ^a  

^a WL DELFT HYDRAULICS   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

COASTAL ENGINEERING; WATER WAVES;

BREAKING WAVES; DESIGN FORMULAE; FORESHORE SLOPES; INPUT PARAMETER; PHYSICAL MODEL TEST; REDUCTION FACTOR; ROCK SLOPE STABILITY; WAVE CONDITIONS;

SLOPE STABILITY;

EID: 84950143593     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789812791306_0128     Document Type: Conference Paper

References (5)

1. Mansard, E. And E. Funke (1980), The measurement of incident and reflected spectra using a leastsquare method, Proc. ICCE'80, ASCE, pp. 154-172, Sydney.
2. Thompson, D. M. And R. M. Shutter (1975), Riprap design for wind wave attack. A laboratory study in random waves. HR Wallingford report EX 707, UK.
3. Van Gent, MR. A. (2001), Wave runup on dikes with shallow foreshores, J of Waterway, Port, Coastal and Ocean Engineering, Vol 127, no. 5, pp. 254-262, ASCE.
4. Van der Meer, J. W. (1988a), Rock slopes and gravel beaches under wave attack Ph. D. Thesis Delft University of Technology, also Delft Hydraulics publication No. 396.
5. Van der Meer, J. W. (1988b), Taluds van losgestorte materialen; statische stabiliteit van stortsteentaluds onder golfaanval-ontwerp formules. DELFT HYDRAULICS rapport no. M1983, deel I, January 1988 (in Dutch).