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• <br /> <br /> <br />2 <br />1 <br />0 <br />c <br />0 <br />c 1 <br />O <br />a <br />x <br />w <br />12 <br />>\ <br />~ 3 <br />c <br />O <br />.N <br />a <br />~' 4 <br />a <br />E <br />0 <br />v 5 <br />6 <br />7 <br />8 <br /> Moisture Content= 13.4 percent <br />Dry Unit Weight= 111 pcf <br />Sample of: SANDY LEAN CLAY <br /> From: Boring 22 ®Depth 4 feet <br /> <br /> Expansion under <br />constant pressure <br /> upon wetting . <br /> <br /> <br /> <br /> <br /> I <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />u. i <br />~.o is <br />APPLIED PRESSURE-ksf <br />tW <br />5002602655 <br />MGM ~ S'NELL - CONSOLIDATION TEST RESULTSI Fig: 13 <br />