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Explain the types of fractures occurring in the foundation soil in terms of bearing capacity with figures and graphics

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Explain the types of fractures occurring in the foundation soil in terms of bearing capacity with figures and graphics. Define the concepts of limit (ultimate) bearing capacity, safe (safe) bearing capacity and allowable bearing capacity with figures for the general shear rupture situation.

1. Explain with figures the pre-consolidation pressure and how it is determined?
2. Explain the depth correction in the Standard Penetration Test by drawing a figure(s).
3. Explain the Mohr-Coulomb Refraction Hypothesis by drawing a figure .
4. Draw how consolidation settlement takes place in cohesive and cohesive soils with respect to time. Explain the changes in pore water pressure and effective stress over time as the consolidation event occurs in the field .
5. Explain the terms boiling, critical hydraulic gradient, flowing sand, liquefaction.
6. Explain the derivation steps of the Coulomb Active Soil Pressure Relationship. You do not need to derive the relation.
7. Explain why the logarithmic spiral curve is chosen as the fracture surface in the bearing capacity theories by drawing the necessary figures .
8. Briefly explain the concepts of cone tip resistance (Cone Penetration Test), Limit pressure (Presiometer Test), bearing coefficient by drawing a figure.
9. Summarize deep compaction (heavy ramming, deep vibration) by drawing
10. What soil information is used in the Unified Soil Classification System? Just count in detail (including footer)
11. Obtain a relation for the safety number for a finite slope consisting of a homogeneous and purely cohesive soil. Explain why a circular fracture surface is generally assumed in slope stability analysis methods.
12. Explain how the safe bearing capacity and bearing coefficient are determined by the plate loading test.
13. The strip foundation system extending in two directions can be solved by dividing it into strip foundations in one direction. In such a solution approach, explain two approaches to distributing column loads in a strip foundation system extending in two directions.
14. Piles; Please classify in detail (figures, explanations) in terms of the formation of bearing forces? Draw the vertical pile load test schematically. How is the safe load of the pile determined in this experiment?