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• <br />1.2 <br />Hydrostatic Ponding <br />Fully Drained <br />1.1 <br />O <br />.~ <br />Q' <br />~_ <br />O <br />1 <br />P~ = 890 psf <br />Figure 4.1 Consolidation Test Results for LP-2, 9.5 to 11.5 feet <br />I I I <br />I I <br />I I I <br />I I <br />I I I <br />I I <br />I I <br />I I - - - <br />I If I - <br />I - _ <br />I -- -I - =_ <br />I I <br />I I I <br />I I <br />I ~~ I I <br />I I <br />I I I <br />I I <br />~~ I <br />Ma <br />Bu. <br />TIn. <br />I <br />I <br />I <br />I <br />I <br />L <br />0.9 -~ <br />1 <br />10 <br />100 1000 <br />Vertical Pressure (psf) <br />10000 <br />100000 <br />c: \tomk\bulldog\in itial\CON SOL2.XLS <br />