Review Article
Determination of the Shear Strength of Rockfill from Small-Scale Laboratory Shear Tests: A Critical Review
Figure 13
Variation of the friction angle in terms of specimen width and thickness to dmax ratios for specimens with different relative densities (data taken from [123]): (a) Ottawa sand, (b) FHWA (brown mortar), (c) Morie, (d) winter, and (e) gravel pack #3.
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| (b) |
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