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3.00 <br />2.50 <br />U) <br />2 1.50 <br />05 <br />2 1.UU <br />0.50 <br />0.00 <br />0 0.1 0.2 0.3 <br />Horizontal Deformation (in.) <br />3.00 <br />l <br />2.50 A <br />1 2.00 <br />E 1.50 <br />05 <br />. <br />m . <br />2 1.00 <br />CO1 0.50 <br />: 8 <br />O.00 .... .... <br />0.00 0.50 100 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 <br />Normal Stress (ksf) <br />Boring No.B-1 Normal Stress (kip/fti)0.500 2.000 4.000 <br />Sample No.BB-1 Peak Shear Stress (kip/ft2)0 0.393 /1.116 A 2.496 <br />Depth (ft) 0-5 Shear Stress @ End of Test (ksf)0 0.321 ¤1.103 4 2.493 <br />Samnle Tvoe:Deformation Rate (in./min.)0.0050 0.0050 0.0050 <br />Initial Sample Height (in.)1.000 1.000 1.00090% Remold <br />Diameter (in.)2.415 2.415 2.415 <br />Soil Identification:Initial Moisture Content (%)8.50 8.50 8.50 <br />Light brown silty sand (SM)Dry Density (pcf)113.9 113.9 113.9 <br />Saturation (%)47.9 47.9 47.9 <br />Soil Height Before Shearing (in.)0.9978 0.9899 0.9848 <br />Final Moisture Content (%) 16.7 16.2 15.7 <br />< Leighton <br />1 <br />Project No.:603284-001 <br />DIRECT SHEAR TEST RESULTS <br />The AcademyConsolidated Drained - AS™ D 3080 <br />10-11 <br />DS 8- 1,88- 1 @ 0-5