2. A sample of clay is brought back from the field, extruded from the Shelby tube (cylindrical in shape), and trimmed to the following dimensions: height = 150 mm, diameter = 75 mm. It weighs 13.2 N. The water content has been determined to be 25%. Find the following parameters for the clay, assume the unit weight of solids is 27 kN/m³. a. Natural unit weight. b. Degree of saturation. (10 pt c. Void Ratio.

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Soil Compaction Test

Soil compaction is the major area of geotechnical engineering. Soil is composed of multiple pores present on its surface, while the soil is mainly composed of gravel, sand, rocks, etc. The arrangement of these rocks and gravels is such that they build up voids (spaces) between them, which allows spaces for the roots of the plants and crops to spread and absorb the required amount of nutrients. Soil compaction is a major problem primarily caused by human activities, micro-organisms, and other multiple factors.