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1 <br />1 <br /> <br /> <br />1 <br />1 <br />1 <br /> <br /> <br />1 <br /> <br /> <br />1 <br />1 <br /> <br /> <br />1 <br /> <br />Table C-3 <br />ITEC Environmental <br />Cash Aline <br />Summary of Consolidation Parameters <br />Sample Existing Overburden Intitial Compression Preconsolidation Coeffic ient of Consolidation <br />ID Pressure, pa <br />(Psi Void Ratio <br />(eo) Inde: <br />(C.) Pressure, p~ <br />(P50 Load <br />(PsQ t90 <br />(min) Cv <br />(ina/min) <br /> 1600 4.40 0046 <br />SH-I 52.8 O.SlJO 0.050 600 3200 4.52 0.044 <br />(coarse (aclron) 6400 4.31 0.035 <br /> 12800 4.09 0.047 <br /> 1600 4.76 0.041 <br />SH-I 52.8 0.7838 0.040 835 3200 4.18 0.046 <br />(fine Caction) 6400 4.35 0.044 <br /> 12800 4.41 0.042 <br /> 1600 1.78 0.112 <br />SH-2 54.6 0.8309 0070 1200 3200 2.49 0.079 <br />(coarse fraction) 6400 1.76 0.109 <br /> 12800 3.84 ~ 0.049 <br /> 1600 1.84 0.111 <br />SH-2 54.6 06992 0.060 2970 3200 1.44 0.140 <br />(One faction) 6400 2.26 0.087 <br /> 12800 2.08 0.092 <br />Nole: Existing overburden pressure is based on a I (oot sample depth under submerged conditions. <br />' 1 \5461\geotechdamkonsoLdviun McCulley, Frick and GiMan, Inc. <br />