Which one of the two samples: sample A $($loose sand$)$ or B $($dense sand$)$ will exhibitgreater peak strength from a consolidated drained test $($i$.$e$.,$ CD$)$ test on sand$)$: Sample A $($loose sand$)2$ Which one of the two samples: C $($normally consolidated clay$)$ or D $($over consolidatedclay with an OCR of $10)$ will exhibit greater peak strength for consolidated undrainedtests $($i$.$e$.,$ C$)$ test on saturated clay$5()$: Sample C $($normally consolidated clay$)($ii$)$ Sample D $($over consolidated claywith an OCR of $10)3$ Samples E and F are collected from the same site $($i$.$e$.,$ they are identical samples $-$normally consolidated clay$)$ and tested under CU and CD conditions in a triaxial test.Which sample; E or F will have higher shear strength when tested? Give your reason$\mathrm{.}4$ In a CD test on saturated normally consolidated clay, the sample volume during shear$()$ increases $($ii$)$ remains unchanged$($i$)($i$)$A$($iii$)$Reservoir levelSaturated soilImpervious$($i$)$ Sample B $($dense sand$)$FlowBoundary conditions:AB: hw H$1$DA: aw $0$Equipotential linesBG reo surtace, it's location is unkownFigure $1$negative valueAssumed imperviousThe pore$-$water pressure along the upper most flow line $($i$..,$ phreatic surface, BC$)$ in ahomogeneous carth dam is equal toFree s FowineppDatumHorizontal drainatmospheric pressure $($i$.$e$.,$ pore$-$water pressure is equal to zero$)$positive value$($ii$)$ reduces