The aim of compacting a fill is to fit as many soil solids into…

The aim of compacting a fill is to fit as many soil solids into…

 The aim of compacting a fill is to fit as many soil solids into

a given volume as possible. Two soils are available as potential fill, one is classified as SW and the other SP. Which would make a better fill? Briefly explain why.
2- Soil A is classified as GW and soil B as CH. Which soil, A or B, has the highest: a) plasticity, ii) permeability.
3- A soil sample has a void ratio of 0.6 and a degree of saturation of 75%. Determine:
a) The total unit weight of the soil sample.
b) The shrinkage limit of the soil.

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Every question should write at least one paragraph with at least 50 words as the reflection on each question. This should appear at the end of the each question. This reflection should cover aspects such as (i) what did you learn from the question and (ii) possible application in Civil Engineering Industry that can relate to the question.