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UNCONFINED COMPRESSION TEST <br /> 10 <br /> 7.5 <br /> Y <br /> U) <br /> N <br /> U) <br /> � 5 <br /> .N <br /> Q <br /> E <br /> 0 <br /> U <br /> 2.5 <br /> 1 <br /> 0 <br /> 0 0.5 1 1.5 2 <br /> Axial Strain, % <br /> I <br /> Sample No. 1 <br /> Unconfined strength, ksf 7.01 <br /> Undrained shear strength, ksf 3.51 <br /> Failure strain, % 1.5 <br /> Strain rate, %/min. 0.50 <br /> Water content, % 16.6 <br /> Wet density, pcf 128.9 <br /> Dry density, pcf 110.5 <br /> Saturation, % 85.6 <br /> Void ratio 0.5254 <br /> Specimen diameter, in. 2.98 <br /> Specimen height, in. 5.88 <br /> Height/diameter ratio 1.97 <br /> Description: <br /> LL = I PL = PI = Assumed GS= 2.7 Type: Core <br /> Project No.: 108-214.2 Client: Deere&Ault <br /> Date Sampled: 2/3/09 j <br /> Remarks: Project: E�erist Tunnel Investigation <br /> Failure selected at peak shear stress. <br /> Location: TH-305 <br /> Depth: 46.4-48.2' <br /> Fig. <br /> Knight Piesold <br /> 0 N S U t_ TtNQ <br /> Tested By: idb ___ _ Checked By: spb <br />