This paper summarizes the results of the European Union Marine Science and
Technology (EU MAST) III project "Scour Around Coastal Structures" (SCARCOS
T). The summary is presented under three headings: (1) Introduction; (2) Fl
ow and scour processes with the subheadings: flow and scour processes aroun
d vertical cylinders; flow and scour processes at detached breakwaters; flo
w and scour processes at submerged breakwaters; and the effect of turbulenc
e on sediment transport; and (3) Sediment behaviour close to the structure
with the subheadings: field measurement and analysis of wave-induced pore p
ressures and effective stresses around a bottom seated cylinder; non-linear
soil modelling with respect to wave-induced pore pressures and gradients;
wave-induced pressures on the bottom for non-linear coastal waves, includin
g also wave kinematics; development of a numerical model (linear soil model
ling) to calculate wave-induced pore pressures-the effect of liquefaction o
n sediment transport; penetration of blocks in non-consolidated fine soil,
and cyclic stiffness of loose sand. The paper also includes a discussion of
the role of scale effects in laboratory testing and the applicability of t
he results obtained in supporting engineering design. (C) 2001 Elsevier Sci
ence B.V. All rights reserved.