Laserfiche WebLink
• <br />c <br />0 <br />.N <br />c <br />a 2 <br />x <br />w <br />I 1 <br />b\ <br />c 0 <br />0 <br />N <br />N <br />Vl <br />o_ 1 <br />+_ <br />O <br />V <br />2 <br />c <br />0 <br />.N <br />c 2 <br />0 <br />a <br />x <br />W <br />I 1 <br />I <br />o ~ <br />~ . <br />N <br />L <br />d 1 <br />E <br />O <br />U <br />I 2 <br />t <br /> Moisture Content= 15.9 percent <br />Dry Unit Weight= 113 paf <br />Sample of: SANDY CLAY <br /> From: Baring 14 ® Depth 4 feet <br /> <br /> Expansion under <br />constant pressure <br />upon wetting. <br /> <br /> <br /> <br /> I <br /> <br />01 ''0 APPLIED PRESSURE-ksF to too <br /> Moisture Content= 13.6 percent <br />Dry Unit Weight= 119 pcf <br />Sample of: SANDY CLAY <br /> From: Boring 14 ® Depth 9 feet <br /> <br /> <br /> Ex <br />ans ion u nd r <br /> p <br />e <br />constant pressur <br />upon wetting. e <br /> <br /> <br /> <br /> I <br />u.. t.u to too <br />APPI IFh PRFCCI IRF-Lcf <br />50026026°5 I ~ ~ SWELL - CONSOLIDATION TEST RESULTS ~ F9~ 11 <br />