The volume of an irregular partially saturated soil sample has been determined by covering the sample with wax and thinking it in air and under water calculate e, n, Gw They know each other: Total weight of the sample in air , 160.6 g. Sample water content 7.8 %. Sample weight one turn in wax in air 175.2 g. Submerged Zero Wrapped Sample Weight 62.5 g. Relative Specific Gravity of Soil Solids 2.65. Relative specific gravity of the sidewalk 0.92.
The volume of an irregular partially saturated soil sample has been determined by covering the sample with wax and thinking it in air and under water calculate e, n, Gw They know each other: Total weight of the sample in air , 160.6 g. Sample water content 7.8 %. Sample weight one turn in wax in air 175.2 g. Submerged Zero Wrapped Sample Weight 62.5 g. Relative Specific Gravity of Soil Solids 2.65. Relative specific gravity of the sidewalk 0.92.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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