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CA-1-79 <br />Chen and associates, inc. <br />1 <br />~' <br />1 <br />1 <br />1 <br />v <br />G <br />o I <br />.~ <br />H <br />to <br />v <br />w <br />E 2 <br />0 <br />U <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br /> Moisture Content= Ifi.$ percent <br />Dry Unil Wight = 107. 2 Pcl <br />Sampie ot: very sandy silt <br /> From: D9 @ 2 <br /> <br /> <br /> A <br />c tional <br />Cant p com <br />ess re <br />re si <br />du n <br /> <br /> <br /> <br /> <br /> <br />g o.l <br />c <br />0 <br />c <br />m <br />a 1 <br />x <br />u~ <br />i <br />o~ Q <br />0 1 <br />.ti <br />N <br />N <br />N <br />F <br />e 2 <br />O <br />U <br />' X20,240 <br />l .o l o <br />APPLIED PRESSURE - ksf <br />luu <br /> Molstur¢ Content = 14. ~ percent <br />Dry Unit Weighl = 113. 3 pcl <br />Sampie ot: sandy clay <br /> From: D12 @ 2 <br /> <br /> Expans on nd r o t <br /> <br /> <br /> <br /> <br /> <br />U.1 1.U iV <br />APPLIED PRESSURE - ksf <br />SWELL-CONSOLIDATION TEST RESULTS <br />IVV <br />Fig.~L <br />