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16 —yam, <br /> PEN . FT deo . ksf Total Stress <br /> 8 . 0 1 . 44 <br /> _ 8 . 0 2 . 88 <br /> 12 8 . 0 4 . 32 <br /> N <br /> 8 <br /> w <br /> w <br /> 4 <br /> 0 <br /> 0 4 8 12 16 20 24 <br /> NORMAL STRESS , Q ( ksf ) <br /> 16 <br /> PEN . FT deo . ksf — — — — Effective Stress <br /> 8 . 0 1 . 44 <br /> _ 8. 0 2 . 88 <br /> ` 12 8 . 0 4 . 32 <br /> N <br /> Y <br /> r <br /> 8 <br /> U) <br /> w <br /> U <br /> `= \ <br /> . 4 <br /> _ � ♦ ♦ \ <br /> U) , <br /> r , <br /> � 1 1 <br /> 1 1 <br /> 00 4 8 12 16 20 24 <br /> NORMAL STRESS , o ( ksf ) <br /> MOHR DIAGRAM <br /> CONSOLIDATED UNDRAINED TRIAXIAL TEST <br /> Compacted Sample <br /> 80% Silty Sand, 20% Glass <br /> ❑O McCkMand PLATE 33b <br />