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ca-t.Is <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />0 <br />C <br />o ~ <br />ut <br />m <br />w <br />'' 2 <br />c <br />0 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 o.t <br />a ~ <br />G <br />~~ 1 <br />d <br />E Z <br />O <br />U <br />3 <br />4 <br />~?o,zao <br />chen and associates, inc. <br /> Moisture Content = j 2 , g percent <br />ory unit weignt = 1 19.3 p°' <br />Sam pie ol: very sandv clay <br />From: I2 @ 19 <br /> <br /> ansion and r on t <br /> ssure ue o et i <br /> <br /> <br /> <br /> <br />t.u to <br />APPLIED PRESSURE - ksf <br />tuu <br /> Moisture Content = 12. 3 percent <br />Dry Unit Weight = 112. 9 pct <br />Sample ot: sandy clay <br /> From: I3 @ 9 <br /> <br /> <br />ssure u <br />ue <br />o c on <br />et - <br />i i <br /> <br /> <br /> <br /> <br /> <br />0.1 1.0 t0 <br />APPLIED PRESSURE - ksf <br />SWELL-CONSOLIDATION TEST RESULTS <br />100 <br />Fig._ <br />