Laserfiche WebLink
<br />' CONTRACTOR :CONETEC <br />DEPTH .--. <br />(meters) (feet) <br />------------------ <br />Oc (avg) Fs (avg) <br />(tsf) (tsf) <br />-------------------- <br />SAN LU2S MSNE <br />LOCATION SAN LUIS <br />Rf (avg) SIGV' SOIL BEHAVIOUR TYPE <br />(i) (tsf) <br /> 9.75 31.99 33.52 0.26 0.19 <br /> 10.00 32.81 50.14 0.33 0.66 <br /> 10.25 33.63 47.78 0.21 0.51 <br />' 10.50 34.45 35.44 0.30 0.84 <br /> 10.15 35.27 38.46 0.21 O.il <br /> 11.00 36.09 37.28 0.29 0,18 <br /> 11.25 36.91 49.57 0.31 0.63 <br />' 11.50 37.73 31.70 0.37 1.15 <br /> 11.75 38.55 21.84 0.31 1.44 <br /> 12.00 39.37 32.83 0.37 1.11 <br /> 12.25 40.19 28.80 0.23 0.81 <br /> 12.50 41.01 21.63 0.25 1.17 <br /> 12.75 41.83 23.28 0.28 1.22 <br /> 13.00 42.65 21.19 0.28 1.30 <br /> 13.25 43.41 23.69 0.28 1.17 <br /> 13.50 44.29 30.08 0.32 1.08 <br /> 13.75 45.11 33.81 0.29 0.85 <br /> 14.00 45.93 30.74 0.27 0.87 <br /> 14.25 46.75 54.29 0.43 0.78 <br /> 14,50 47.57 63.27 0.56 0.88 <br /> 11.75 48,39 35.55 O.4S 1.22 <br /> 15.00 49.21 35.18 0.32 0.42 <br /> 15.25 50.03 45.61 0.40 0.88 <br /> 15.50 50.85 44.09 0.37 0.85 <br />' - 15.15 51.61 53.17 0.36 0.68 <br /> 16.00 52.49 46.03 0.46 0.99 <br /> 16.25 53.31 31.85 0.34 1.07 <br />' 16.50 54.13 42.61 0.34 0.19 <br /> 16.75 54.95 31.63 0.25 0.80 <br /> 11.00 55.17 20.48 0.09 0.42 <br /> 17.25 56.59 15.11 0.21 1.36 <br />' 11.50 57.41 12.03 0.31 2.54 <br /> 17,75 58.23 16.15 0.27 1,64 <br /> 18.00 59.06 38.96 0.48 1.24 <br /> 18.25 59.88 49.09 0.50 1.02 <br /> 18.50 60.70 56.02 0.34 0.61 <br />' <br /> Dr - All sands (Jamiolkowski et al. 1985) <br />1.50 <br />1.54 <br />1.58 <br />1.62 <br />1.66 <br />1.69 <br />1.73 <br />1.17 <br />1.81 <br />1.85 <br />1.89 <br />1.93 <br />1.97 <br />2.01 <br />2.05 <br />2.08 <br />2.12 <br />2.16 <br />2.20 <br />2.24 <br />2.28 <br />2.32 <br />2.36 <br />2.40 <br />2.43 <br />2.47 <br />2.51 <br />2.55 <br />2.59 <br />2.63 <br />2.61 <br />2.71 <br />2.75 <br />2.79 <br />2.82 <br />2.36 <br />silty sand to sandy silt <br />sand to silty sand <br />sand to silty sand <br />silty sand to sandy silt <br />silty sand to sandy silt <br />silty sand to sandy silt <br />sand to silty sand <br />silty sand to sandy silt <br />sandy silt to clayey silt <br />silty sand to sandy silt <br />silty sand to sandy silt <br />sandy silt to clayey silt <br />sandy silt to clayey silt <br />sandy silt to clayey silt <br />sandy silt to clayey silt <br />silty sand to sandy silt <br />silty sand to sandy silt <br />silty sand to sandy silt <br />sand to silty sand <br />sand to silty sand <br />silty sand to sandy silt <br />silty sand to sandy silt <br />silty sand to sandy silt <br />silty sand to sandy silt <br />sand to silty sand <br />silty sand to sandy silt <br />silty sand to sandy silt <br />silty sand to sandy silt <br />silty sand to sandy silt <br />silty sand to sandy silt <br />sandy silt to clayey silt <br />clayey silt tc silty clay <br />sandy silt to clayey silt <br />silty sand to sandy silt <br />silty sand to sandy silt <br />sand to silty sand <br />PHI - Durgunoglu and Mitchell 1915 <br />Page No. 2 <br />EQ - Dr PNI SPT Su <br />(i) deg. N tsf <br /><10 <30 <br />40-50 30-32 <br />UO 30-32 <br />UO <30 <br /><40 c30 <br /><46 <30 <br /><40 <30 <br />t40 c30 <br />UNDFND UNDFD <br />UO <30 <br />Up <30 <br />UNDFND UNDFD <br />UNOFNO UNDFD <br />UNDFND UNDFD <br />UNDFND UNDFD <br />UO c30 <br />UD <30 <br />UO <30 <br />UO <30 <br />40-50 <30 <br /><40 <30 <br /><40 <30 <br />UO <30 <br />UO <30 <br />UO <30 <br /><40 <30 <br />UO <30 <br />c40 <30 <br /><40 <30 <br />UO c30 <br />UNDFND UNDFD <br />UNDFND UNDFD <br />UNDFAD UNDFD <br />UO <30 <br /><41 <30 <br /><40 <30 <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />1.60 <br />UNDEFINED <br />UNDEfINED <br />1.51 <br />1.70 <br />1.55 <br />1.13 <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />.99 <br />.14 <br />1.12 <br />UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />Su; Nk= t2.5 <br />ll <br />12 <br />11 <br />11 <br />l2 <br />12 <br />12 <br />!0 <br />8 <br />10 <br />4 <br />8 <br />9 <br />8 <br />9 <br />10 <br />11 <br />10 <br />l3 <br />15 <br />11 <br />!l <br />15 <br />l4 <br />13 <br />l5 <br />!0 <br />14 <br />10 <br />1 <br />6 <br />6 <br />6 <br />12 <br />16 <br />13 <br />ti== Mote: For interpretation purposes the PLOTTED CPT PROFILE should 6e used with the TABULATED OUTPUT from CPTINTRI (v 3.02) i='~ <br />1 <br /> <br /> <br />