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LOAD IN KIPS PER SQUARE FOOT <br />0.5 0.6 0.7 0.80.9 1.0 20 3.0 4.0 5.0 6.0 7.080,·0.4 <br />-0.02 <br />-0.01 <br />Boring 2 at 44' <br /> SILTY CLAY <br />5 0 <br />LU <br />0 <br />WO.01 <br />I <br />U <br />Z <br />Z <br />,0.02 <br />. <br />j <br />&- <br />Boring 1 at 24 <br />SA ND <br />r- <br />\ <br />0.04 <br />a <br />0.05- <br />INU IC: ¥vurer Ougeo ro Somple Nom Doring £ oTTer Con;ollacTIOn <br />under a load of 1.8 kips per square foot. The other sample <br />tested at field moisture content. <br />CONSOLIDATION TEST DATA <br />LEROY CRANDALL AND ASSOCIATES 3 4 <br />... <br />A Al C <br />f.