1. An air dry (not oven dry) processed clay powder sample has the following measurements: - Mass of soil + tare (g) = 94.18 - Mass of oven dry soil + tare (g) = 93.50 - Mass of tare (g) = 30.18 - Volume of tare (cm³) = 139.17 Density of solids (kg/m³) = 2700 Determine: (a) water content, (b) total density, (c) total unit weight, (d) (oven) dry density, (e) (oven) dry unit weight, (f) void ratio, and (g) degree of saturation.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter4: Plasticity And Structure Of Soil
Section: Chapter Questions
Problem 4.4P: Results from a liquid limit test conducted on a soil are given below. a. Determine the liquid limit...
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1. An air dry (not oven dry) processed clay powder sample has the following measurements:
- Mass of soil + tare (g) = 94.18
- Mass of oven dry soil + tare (g) = 93.50
- Mass of tare (g) = 30.18
- Volume of tare (cm³) = 139.17
Density of solids (kg/m³) = 2700
Determine: (a) water content, (b) total density, (c) total unit weight, (d) (oven) dry density, (e)
(oven) dry unit weight, (f) void ratio, and (g) degree of saturation.
Transcribed Image Text:1. An air dry (not oven dry) processed clay powder sample has the following measurements: - Mass of soil + tare (g) = 94.18 - Mass of oven dry soil + tare (g) = 93.50 - Mass of tare (g) = 30.18 - Volume of tare (cm³) = 139.17 Density of solids (kg/m³) = 2700 Determine: (a) water content, (b) total density, (c) total unit weight, (d) (oven) dry density, (e) (oven) dry unit weight, (f) void ratio, and (g) degree of saturation.
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