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Breakwaters cores

Rubble mound breakwater with a core made of geotextile sand containers... [Pg.307]

There are several reasons which might lead the engineer and other decision-makers in practice to use sand instead of conventional quarry run for the core of rubble mound breakwaters and structures, including among others ... [Pg.307]

In the following, only the case rubble mound breakwater with GSC-core in Fig. 12.17(a) is briefly addressed. Based on comprehensive hydraulic model tests performed in the twin-wave flumes of LWI, a comparative analysis of the two breakwater types was first performed with respect to wave reflection, wave transmission, wave runup, and wave overtopping performance. As a result, prediction formulae were proposed for the geocore breakwater and compared with those for the conventional rubble mound breakwater alternative. ... [Pg.308]

The fifth example study has shown that using sand encapsulated in geotextile containers for the core of rubble mound breakwaters, which is about one order of magnitude less permeable than a conventional core made of quarry run, may provide many advantages. This is particularly the case when rock material (quarry run) is... [Pg.311]

H. Oumeraci, A. Kortenhaus, H. Breustedt and P. Schley, Hydraulic model investigations on breakwaters with a core made of geotextile sand containers. Research Report No. 933, Report Leichtweifi-Institut fiir Wasserbau, TU Braunschweig (2007), pp. 71 and Annexes. [Pg.314]

These advances, together with numerous advantages of GSCs as soft rock, have contributed to extend the use of GSCs to permanent coastal defenses, including a wide range of types of structures such as seawalls, revetments, groins, artificial reefs, offshore breakwaters, perched beaches, dune reinforcement, core of rubble mound structures, scour protection, etc. (Fig. 21.1). [Pg.554]

The first phase of this research program which is concerned with hydraulic model tests to study in the twin-wave flumes of LWI the hydraulic performance and the armor stability of a rubble mound breakwater made of GSCs as compared to its conventional counterpart with a core made of quarry stones, has been completed... [Pg.570]

H. Oumeraci, A. Kortenhaus and K. Werth, Hydraulic performance and armour stability of rubble mound breakwaters with core made of geotextile sand containers — Comparison with conventional breakwaters, Proc. Int. Conf. Coastal Structures, Venice, ASCE (2007). [Pg.599]

In some cases, a specific rock grading is required or specified. In case sand or gravel fractions are not allowed, then the dredged rock will have to be screened. Dredged rock with a broad range in grain sizes is often used as core material for breakwaters. [Pg.369]

Fig. 20.23(a) shows a typical exposed breakwater consisting of a mbble core. This is the most common form of breakwater in which the exposed rock armour breaks up... [Pg.459]

Figure 20.23 Exposed breakwater with rubble core and equivalent with geotextile tube core, (a) Breakwater with a rubber core and (b) equivalent breakwater structure using geotextile tube core. Figure 20.23 Exposed breakwater with rubble core and equivalent with geotextile tube core, (a) Breakwater with a rubber core and (b) equivalent breakwater structure using geotextile tube core.

See other pages where Breakwaters cores is mentioned: [Pg.308]    [Pg.555]    [Pg.459]    [Pg.460]    [Pg.459]    [Pg.460]    [Pg.308]    [Pg.555]    [Pg.459]    [Pg.460]    [Pg.459]    [Pg.460]    [Pg.164]    [Pg.287]    [Pg.292]    [Pg.308]    [Pg.387]    [Pg.394]    [Pg.533]    [Pg.546]    [Pg.570]    [Pg.265]    [Pg.457]    [Pg.460]    [Pg.457]    [Pg.460]   
See also in sourсe #XX -- [ Pg.459 , Pg.461 ]

See also in sourсe #XX -- [ Pg.459 , Pg.461 ]




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