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• ~ • <br />to <br />Figure 4.2 Consolidation Test Results for LP-2, 29.5 to 31.5 feet <br />1.3 <br />1.2 <br />t-~-i-i-r rrr- <br />Hydrostatic Ponding <br />Fully Drained <br />0 <br />~ 1.1 <br />v <br />1 <br />0.9 <br />Current Cond <br />P~ = 2200psf <br />I I I <br />I I <br />I i I <br />I' I <br />I~' ~ -I - <br />I~,' -I_ , <br />~~ I <br />I '`t . <br />I ',I <br />V <br />I ~ I <br />I I <br />~ I I <br />I I I <br />__ ~I I <br />I ~, I <br />I <br />I I I <br />I I <br />---- - --I- -I--I-- <br />~.I I <br />I I <br />I I <br />I I I <br />I <br />I I <br />I I I <br />I I <br />I I I <br />-i <br />0.8 F <br />1 <br />10 <br />100 1000 <br />Vertical Pressure (psf) <br />10000 <br />100000 <br />c:\tomk\bulldog\initial\CONSOL2.XLS <br />