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r~ <br />U <br />• <br /> <br />c <br />0 <br />N <br />C <br />0 2 <br />d <br />x <br />w <br />I 1 <br />6\ <br />c p <br />0 <br />N <br />4l <br />a 1 <br />E <br />0 <br />V <br />2 <br />c <br />0 <br />.N <br />c <br />0 2 <br />a <br />x <br />W <br />I 1 <br />c Q <br />0 <br />N <br />N <br />a 1 <br />E <br />0 <br />V <br />2 <br /> Moisture Content= 12.5 percent <br />Dry Unit Weight= 118 pcf <br />Sample ~f: SANDY CLAY <br /> From: Boring 3 ® Depth 4 feet <br /> <br /> Expansion under <br />t <br />t <br /> cons <br />an <br />pressure <br />upon wetting. <br /> <br /> <br /> <br /> <br /> <br />°'~ ''0 APPLIED PRESSURE-ksf 10 ioo <br /> Moisture Content= 16.4 percent <br />Dry Unit Weight= 108 pcf <br />Sample o(: SANDY LEAN CLAY <br /> From: Boring 4 ® Depth 4 feet <br /> <br /> Ex <br />ansion und er <br /> p <br />constant pressure <br />upon wetting. <br /> <br /> <br /> <br /> <br />V~~ ,_o APPLIED PRESSURE-ksf 10 iao <br />5002602655 SWELL - CONSOLIDATION TEST RESULTS fig: 8 <br />