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Keywords: SILICA
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Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (3): 155–162.
Published: 01 July 1994
... of laterally loaded 1.42 g/cm3 9.87 kN/m3 piles by testingmodel piles in the laboratory. Angle of shearing resistance (shear box) 37" Effective size Uniformity coefficient Coefficient of earth pressure at rest (load cells) 0.27 mm 1.68 0.4 Experimental procedure Tank sand 6. A fine silica sand known a s...
