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Unformatted text preview: Sub angular 3.5 cm Weak Strong 7 100% gravel Coarse 5 mm Sub angular 2.3 cm Hard None 3 30% gravel 50% sand Coarse 0.075 mm Rounded 1 cm Hard Strong 10 50% gravel 40% sand Coarse 0.075 mm Angular 4 cm Medium None 8 100% sand Fine rounded 0.08 cm Medium None Table 3: Fine-Grained Samples Sample number Plasticity Dry strength Dilatancy Toughness 5 Low Low Rapid Low 1 High Low Slow High 9 None plastic Low Slow None 2 Medium Low Rapid Medium 4 Medium Low Medium Medium...
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This note was uploaded on 02/27/2011 for the course CE 383 taught by Professor Marika during the Fall '07 term at Purdue University.
- Fall '07
- Geotechnical Engineering