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130167 <br /> 60 <br /> COMPARING SOILS AT EQUAL LIQUID LIMIT <br /> C TOUGHNESS AND DRY STRENGTH INCREASE <br /> WITH INCREASING PLASTICITY INDEX <br /> 50 000, <br /> 40 <br /> CH 1.00 <br /> X <br /> W <br /> 0 <br /> z <br /> 30 <br /> U <br /> F- <br /> Ul <br /> Q <br /> J <br /> CL OH <br /> 8 <br /> 20 M H <br /> CL <br /> 10 <br /> 7 <br /> CL - ML <br /> 4 <br /> ML <br /> 0 0 10 20 30 40 50 60 <br /> 7 <br /> 0 80 9Q <br /> LIQUID LIMIT BUCKEYE RANCH <br /> T San Joaquin County, California <br /> r Material Description: Brown clayey organic silt <br /> v Plasticity Chart <br /> -41 <br /> m Boring Location: B3-2 Ex, <br /> LOWRY & ABSOCIATEB <br /> o Depth: 12 ft. <br /> La GEOTECHNICAL ENGINEERS <br /> y DATE - 8/90 PROJECT No: 90-190 <br />