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Discuss the assumptions made for the Determination of settlement for the shallow foundation in fig. Q6 (cylindrical Tank) and state the formulae used in its estimation.All soils are uniform density and Thickness with uniform homogenous properties. Assumes that single/drainage Conditions respectively exist. Most important property is permeability and the Ability of water to move from the horizon under investigation.Indicate the different types of piles that may be used in Supporting a building and how different types of pile might be utilised for Different soil and geological conditions. (Variety of pile types known And selected. Frictional, end bearing, reamed, raked, CFA etcWind Turbines are often sited at sea for aesthetic reasons. What geotechnical issues Might arise siting a wind turbine at sea?