THEORETICAL AND EXPERIMENTAL STUDY ON THE PLACEMENT OF A NEW CONCRETE ARMOUR BLOCK
DOI:
https://doi.org/10.11113/mjce.v27.15932Keywords:
Breakwater, packing density, placement grid, placement pattern and single layer armour.Abstract
Crablock, a new concrete armour unit has been developed and applied as single layer armour system in one damaged breakwater at UAE. Single layer concrete armour units that exist at this moment have fixed placement pattern mostly random along with designed placing grids and packing densities. The symmetrical shape of crablock makes the unit different from other existing randomly placed single layer units therefore the placement of crablock armour units is also assumed different compared to other single layer blocks. It is worth mentioning that the crablock unit is still under development therefore no design guidance exists at present for this new concrete armour block. To come up with preliminary design guidance for the placement of crablock, an experimental research has been done, which is the subject of this paper. In this laboratory study, in total fourteen placement test series were performed to familiar the placement pattern of crablock as single layer system. In order to establish a reliable dataset, three repetition tests were performed for each test series thus in total 42 tests were conducted on the placement of crablock. This paper describes small scale model placement tests to examine the placement pattern of crablock and also provides a comparison between theoretically designed and actual (measured) placement grid. Based on test results it was observed that crablock armour units can be placed in both uniform and random pattern. Uniform placement of crablock was achievable in a rectangular grid using a relatively small and smooth under layer (1/25th of the size of the armour layer). However, test results showed that a random placement can be best achieved using a conventional diamond shaped grid. Finally, from the placement tests two preferred placing patterns were appeared, a regular pattern in a rectangular grid using a relatively small under layer and a random pattern in a diamond shaped grid using a conventional under layer.References
Bonfantini F (2014). Set-up to design guidance for the Crablock armour unit. UNESCO-IHE
Institute of Water Education, Delft,Netherlands
CSIR (2009). Crablock Armour Unit 2D Physical Model Study. Built Environment, CSIR,
Stellenbosch, Republic of South Africa
Hendrikse C, Heijboer D (2014). Hydraulic Design Conditions and Marine Structures design
Philosophy: The UAE Case. Paper presented at the The 7th Annual Arabian World
Construction Summit, Dubai, UAE, 2014
Muttray M, Reedijk J, Vos-Rovers I, Bakker P (2005). Placement and structural strength of
Xbloc® and other single layer armour units. Proceedings of the International Conference on
Coastlines, Structures and Breakwaters 2005, ICE, Thomas Telford Ltd, London, pp. 556-
Muttray M, Reedijk B (2009). Design of Concrete Armour Layers. Hansa International Maritime
Journal, 6: pp. 111 – 118
Oever ET (2006). Theoretical and experimental study on the placement of Xbloc. Master of
Science, Delft University of Technology
Phelp D, Tulsi K, Abdulla Al Masaood H, Eissa C (2012). Crablock Concrete Breakwater
Armour Unit Development, Modelling and Application in Oman. Proceedings of the 8th
International Conference On Coastal And Port Engineering in Developing Countries, PIANC
– COPEDEC VIII, IIT Madras, Chennai, INDIA, pp. 1727-1737
Salauddin Md. (2015). Physical model tests on new armour block Crablock for breakwaters to
come to preliminary design guidance. Master of Science, UNESCO-IHE, The Netherlands.
SPM (1984). Shore protection manual. Fourth edn, US Army Corps of Engineers, Washington