Laserfiche WebLink
J <br />J <br />i <br />1 <br />1 <br />GEOTECH <br />7000 <br />6000 <br />5000 <br />4000 <br />a <br />a 3000 <br />2000 <br />1000 <br />0 <br />Structural & Geotechnical <br />222 South Park Ave. - Montrose, CO 81401 <br />Ph.: (970) 249 -6828 - FAX: (970) 249 -0945 <br />EFFECTIVE STRESS ANALYSIS - CU TRIAXIAL SHEAR <br />Sample ID: BS -03 <br />Effective Stress Path Analysis - BS -03 <br />0 <br />6000 <br />5000 <br />4000 <br />EL 3000 <br />Cr <br />2000 <br />1000 <br />0 <br />2000 4000 6000 8000 10000 12000 14000 <br />P' (Psfl <br />Effective Stress Analysis - BS -03 <br />Y = 0.5214x + 284.56 <br />RZ = 0.9995 <br />0 2000 4000 <br />6000 <br />PI <br />q <br />Point <br />(psf) <br />(psf) <br />1 (20 psi) <br />3500 <br />2080 <br />2 (40 psi) <br />5774 <br />3340 <br />3 (80 psi) <br />9986 <br />5475 <br />6000 <br />8000 10000 <br />P' (Psf) <br />tan(y) = <br />0.5214 <br />a'= <br />284.6 <br />(P'= <br />31.4 degrees <br />C. = <br />333.5 psf <br />12000 <br />