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49.81 442. 1 325,651 95 {5 <br />50.04 4r8.0 30?.0 <br />48 95 45 <br />325 <br />307 <br />6 442,9 2.4 <br />5 1.36 16 <br />0 4t8.1 2.251.37 16 <br />cPT-016.2 0.5 6 cl.ean SAND to silty SAND <br />clean SAND to silty SAND <br />L25 5 0 55 <br />61 <br />89 <br />6_1 0.s 6 0 B4 <br />stress. <br />correlations, <br />and design. <br />' Indicates the paraaetel uas calculalecl using the noEmalized point <br />The paralEters listed above i,ere de!ermrded using empiricaL <br />A Professional E^gj.neer must deteaFine thej.! suitabilrty for analysis <br />Middle Earth Geo Testing <br />Page 9 <br />n <br />r <br />E <br />I <br />I <br />T <br />t <br />E <br />n <br />E <br />t-l <br />I <br />I <br />N <br />I <br />n <br />n <br />E <br />I