Similar Items: An appropriate size of toe rock for vertical seawalls
- Design of rubble-mound foundations for vertical seawalls : scour, screed layer and berm width
- Hydraulic stability of breakwater trunk sections
- Impermeable recurve seawalls to reduce wave overtopping
- Scour of the screed layer underneath a vertical seawall with a rubble mound foundation
- Effect of the form of the overhang of a recurve seawall to reduce wave overtopping
- Reduction of seawall overtopping at the Strand
Author: Schoonees, J. S.
- Design of rubble-mound foundations for vertical seawalls : scour, screed layer and berm width
- Evaluation of storm surge components at Saldanha Bay
- Three dimensional method for monitoring damage to dolos breakwaters
- Design of rubble-mound structure as scour protection for vertical seawalls: layer thickness, median rock mass and energy through the layers
- Effect of the nearshore profile on wave overtopping at a recurve seawall
- Effect of the form of the overhang of a recurve seawall to reduce wave overtopping