Determination of Surface Roughness Parameters by Optical Profilometry and Sand Patch Test

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In cases when two concrete parts are cast against in different times are not connected by dowels, main contributors to the resistance are cohesion and friction. Shear resistance of the interface is highly dependent on surface treatment and its roughness. In this paper, besides the review of available methods of surface roughness determination, the optical profilometry will be introduced and described. Optical profilometry represents non-contact and non-destructive method for characterizing surface topography. Furthermore, results obtained by abovementioned method will be compared with Sand Patch Test, in order to determine its usability and limitations.

Info:

Periodical:

Solid State Phenomena (Volume 259)

Edited by:

Šárka Nenadálová, Petra Johová and Tereza Sajdlová

Pages:

15-20

DOI:

10.4028/www.scientific.net/SSP.259.15

Citation:

Đ. Čairović et al., "Determination of Surface Roughness Parameters by Optical Profilometry and Sand Patch Test", Solid State Phenomena, Vol. 259, pp. 15-20, 2017

Online since:

May 2017

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Price:

$35.00

* - Corresponding Author

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[2] Technical guideline Series 330: Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete, International Concrete Repair Institute (ICRI), 2013, USA, 48p.

[3] Pedro M.D. Santos, Eduardo N.B.S. Júlio (2013). A state-of-the-art review on roughness quantification methods for concrete surfaces, In Construction and Building Materials 38 (2013), 912–923pp.

DOI: 10.1016/j.conbuildmat.2012.09.045

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[5] BS EN 13036-1: 2010: Road and airfield surface characteristics. Test methods. Measurement of pavement surface macrotexture depth using a volumetric patch technique, European Committee for Standardization, 2010., 14pp.

DOI: 10.3403/02477586u

[6] ISO 4287 – 1996: Geometrical Product Specifications (GPS) - Surface texture: Profile method - Terms, definitions and surface texture parameters, (1996).

DOI: 10.3403/01161286

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