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6 <br /> <br /> 3 <br /> <br /> 2 <br /> <br />3 1 <br /> <br />I <br />t~ <br /> <br />I o <br />z <br />0 <br />F <br /> <br />a 1 <br />a <br />a <br />0 <br />z <br /> <br />° e <br />i <br />Const <br />nt <br />r <br />ss <br />e <br /> p ~Yett g <br /> s <br /> <br /> 6 <br /> o.v v.o vo voo <br /> APPLIED PRESSURE - ksf <br /> Moisture Content = 15.7 percent <br /> Dry Unit Weight = 109 .1 pcf <br /> Sample of: Sandy Clay <br /> From: Test Hole I at 9 feet. <br /> GROUND ENGINEERING CONSULTANTS, INC. <br /> Swell Consolidation <br /> Test Results <br /> Job No. 91-562 Figure 7 <br />J <br />t~ <br /> <br />