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UNCONFINED COMPRESSION TEST <br /> 6 <br /> 4.5 <br /> Y <br /> N <br /> fn <br /> � 3 <br /> U <br /> N <br /> N <br /> L <br /> I_ <br /> Q <br /> U <br /> 1.5 <br /> 0 <br /> 0 1 2 3 4 <br /> Axial Strain, % <br /> Sample No. 1 <br /> Unconfined strength, ksf 4.60 <br /> Undrained shear strength, ksf 2.30 <br /> Failure strain, % 2.1 <br /> Strain rate, %/min. I 0.50 <br /> Water content, % 16.9 <br /> Wet density, pcf 125.1 <br /> Dry density, pcf 107.0 <br /> Saturation, % 79.4 <br /> Void ratio 0.5746 <br /> Specimen diameter, in. 2.93 <br /> Specimen height, in. 5.97 <br /> Height/diameter ratio 2.04 <br /> Description: <br /> LL = PL = PI = Assumed GS= 2.7 Type: Core <br /> Project No.: 108-214.2 Client: Deere & Ault <br /> Date Sampled: 2/3/09 <br /> Remarks: Project: Everist Tunnel Investigation <br /> Trimmed from core. Failure selected at peak <br /> shear stress. Location: TH-307 <br /> Depth: 30.9-32.9' <br /> Kn t h t Pie's o Id' <br /> Fig. GQN5ULTIIN0 <br /> Tested By: jdb Checked By: spb <br />