2012GeomechanicsHomework1Solutions

2012GeomechanicsHomework1Solutions - GLY4930: Geomechanics...

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Unformatted text preview: GLY4930: Geomechanics Homework 1 Solutions 1. A soil is collected from below the water table in a split-core sampler with an undisturbed volume of 110 cm 3 . The wet soil has a mass of 212 g. When oven- dried, the mass is 162 g. From this information, determine the: (a) water content w = m w m s 100% = 50 g 162 g 100% = 30.9% (b) dry unit weight, d = m s g V T = 50 g 9.81 m / s 2 ( 29 110 cm 2 = 14.4 kN / m 3 (c) void ratio, and e = V v V s = V w V s for saturated conditions e = V w V s = V w V T- V w = 50 cm 3 60 cm 3 = 0.833 (d) specific gravity of the soil particles. G s = s w = 162 g 50 cm 3 ( 29 50 g 60 cm 3 ( 29 = 2.7 (note either use CGS units, as in the problem definition, or convert to SI units). 2. Standard Ottawa sand (from Ottawa, Illinois!) consists of uniformly sized, well- rounded, and clean quartz grains with a specific gravity of 2.65. With a standard compactive effort, this sand can be compacted to a maximum dry unit weight of 17.3 kN/m 3 ....
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This note was uploaded on 02/27/2012 for the course GEOL 233 taught by Professor Kd during the Spring '12 term at University of South Florida - Tampa.

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2012GeomechanicsHomework1Solutions - GLY4930: Geomechanics...

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