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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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