Q$5)(20\%)$:

Laboratory unconfined compression strength test result on Ankara clay is shown below $($Da$$ar$,$ V$.(2017),$ METU M$.$S$.$ Thesis$).$

a$)(5\%)$ What is the unconfined compression strength, $q_u,$ of this clay?

b$)(5\%)$ What is the axial strain at failure?

c$)(5\%)$ What is the undrained shear strength, $c_u,$ of this clay? Sketch a Mohr Circle, indicate $q_u$ and $c_u$ on your sketch. $($Sketch does not need to be scaled drawing$).$

d$)(5\%)$ According to the table given below, what is the consistency of this clay?

From Terzaghi, Peck, Mesri $(1996)$ "Soil Mechanics in Engineering Practice" Book

$\backslash$table$[[$Consistency of clay,$\backslash$table$[[$Unconfined Compression$],[$Strength of Clay, $q_u(k\frac{N}{m^2})$