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J.4. Cesare & Associates, Inc. /Construction Technical Services C~ <br />7108 South Afton Way, Bldg. B <br />Centennial, Colorado 80112 ...o ao S,.A~ ~.y. Vti <br />Phone: (303) 783-9966; Fax: (303) 783-9964 °'"°y`"""°"~°°~ ~'-"'""°"^~•'^~ <br />Unconfined Compressive Strength of Cohesive Soil (ASTVI D 2166) <br />Pro'ect No.: D07.032 (107021-0001 Hole: LHP-7, R-3 <br />Pro'ect Name: Loveland Rzad Mix SI Wall D the 34' - 35' <br />Date: 2-Jul-07 Lab Tech: m'b Sample Description: <br />Lab ID: 721293 Checked B WS Caires CLAYSTONE, shale, dark gra <br />Unconfined Compressive Strength (tau): 131,544 psf <br />Shear Strength (S_u): 65,772 psf <br />Axial Strain <br />(%) Axial Stress <br />(Psfl <br />0.0 64.7 <br />0.3 92786.7 <br />0.7 131644.1 <br />L4 94426 <br />2.0 9382.6 <br />2.7 889 L6 <br />140000 <br />136000 <br />132000 <br />128000 <br />124000 <br />120000 <br />116000 <br />112000 <br />(08000 <br />104000 <br />100000 <br />96000 <br />92000 <br />88000 <br />84000 <br />m 80000 <br />c 76000 <br />u; 72000 <br />y 68000 <br />.L. 64000 <br />rn 60000 <br />66000 <br />62000 <br />43000 <br />41000 <br />40000 <br />36000 <br />32000 <br />28000 <br />24000 <br />20000 <br />16000 <br />12000 <br />8000 <br />4000 <br />0 <br />o.o <br />Stress-Strain Curve <br />Rcv J,S~Oi D°' U3. Cnconfined CS 7? I?9}-T_1?96 <br />0.6 Lo Is 2.o zs 3.0 <br />Strain, <br />