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Derive the relation among void ratio (e), specific gravity of particles (G) and moisture content at full saturation (w).
A certain sample of saturated soil in a container weighs 0.65 N. On drying in an oven in the container it weighs 0.60 N.
The weight of container is 0.35 N. The grain specific gravity is 2.65. Verify the void ratio, water content, and bulk unit weight.
Describe the various steps in embankment construction.
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Effect of pile installation method to load carrying capacity of piles The construction of piles by driving method causes an increase in density of surrounding soils. Therefore
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