Effect on Measured Shear Strength of Wedge Shear Box Spacing
Mirata, T
Professor of Civil Engineering, Middle East Technical University, Ankara, Turkey, 06531

Filiz, E
Geotechnical Engineer, Zafer Insaat ve Tic. A.S., Hatir Sokak, No. 20, GOP, Ankara, Turkey, 06700

(Received 22 March 2004; accepted 18 July 2005)

Abstract
The prismatic wedge shear test (priswest) is a relatively new test that enables the shear strength of gravels and crushed rock to be measured rapidly, using a portable frame and other simple devices. In testing which of the different methods of analysis for the wedge shear test is the more reliable for gravels, tests had previously been performed on $5–20\mathrm{mm}$ gravel with different spacing between the two halves of the priswest box; the method giving the more consistent results was proposed as the more reliable, based on the implicit assumption that as the spacing increased, the measured strength would remain constant. The present study was aimed at checking this assumption by investigating the effect on measured strength of the box spacing. No significant effect was observed.

Keywords:
gravels, sands, laboratory tests, shear strength, shear box spacing, wedge shear test

Paper ID: GTJ12609
DOI: 10.1520/GTJ12609

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Author Mirata T, Filiz E Title Effect on Measured Shear Strength of Wedge Shear Box Spacing Symposium , Committee on