PLS HELP A$-$G$!!$

A soil profile consists of $8$ meters of compacted sandy loam followed by $16$ meters of alluvial dense sands. Below the alluvial sand is a layer of compressible fat clay $(CH)$ that is $24$ meters thick. The initial groundwater table is located at the bottom of the first layer $($depth of $8$ meters$).$ The total density of the compacted sandy loam is $2\mathrm{.}08M\frac{g}{m}3($ total$).$ The total $($saturated$)$ density of the alluvial dense sand is $1\mathrm{.}92M\frac{g}{m}3($ sat$).$ The total $($saturated$)$ density of the compressible fat clay is $2\mathrm{.}78M\frac{g}{m}3($ sat$).$ The Ko of the compressible fat clay layer is $0\mathrm{.}7.$ The Ko of the sandy loam and alluvial dense sand layers are $0\mathrm{.}5.$ You may assume that no capillary rise exists for all questions.

a$.$ What would the total vertical stress $($in units of kPa $)$ be at a point at mid$-$depth in the compressible fat clay $(CH)$ layer $($depth of $36$ meters$)?$

b$.$ What would the pore water pressure $($in units of kPa $)$ be at a point at mid$-$depth in the compressible fat clay $(CH)$ layer $($depth of $36$ meters$)?$

c$.$ What would the effective vertical stress $($in units of kPa $)$ be at a point at mid$-$depth in the compressible fat clay $(CH)$ layer $($depth of $36$ meters$)?$

d$.$ What would the effective horizontal stress $($in units of kPa $)$ be at a point at mid$-$depth in the compressible fat clay $(CH)$ layer $($depth of $36$ meters$)?$

e$.$ What would the total horizontal stress $($in units of kPa $)$ be at a point at mid$-$depth in the compressible fat clay $(CH)$ layer $($depth of $36$ meters$)?$

f$.$ How would you expect that the effective vertical stresses at a point at mid$-$depth in the compressible fat clay $(CH)$ layer $($depth of $36$ meters$)$ would change if the water table were to rise $($above a depth of $8$ meters$)$ after a heavy rainfall? Select the best option.

a$)$ Effective vertical stresses would likely increase

b$)$ Effective vertical stresses would likely decrease

c$)$ Effective vertical stresses would likely stay the same

d$)$ Effective vertical stresses might increase or decrease depending on K$0$

g$.$ Imagine that a dewatering operation was used to drop the groundwater table from a depth of $8$ meters down an additional $16$ meters to the top of the compressible fat clay $(CH$ layer $($depth of $24$ meters$).$ Assuming that total unit weights do not change, what would the new effective vertical stress be $($in units of kPa $)$ at a point at mid$-$depth in the compressible fat clay $($CH$)$ layer $($depth of $36$ meters$)?$