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GG <br /> EM Gregg In Situ <br />' Environmental and Geotechnical Site Investigation Contractors <br /> IGregg lin Situ CPT Interpretations as of January 7, 1999 (Release 100.19) <br /> Gregg In Situ's Interpretation routine should be considered a calculator of current published CPT <br /> correlations and is subject to change to reflect the current state of practice The interpreted values are not <br /> considered valid for all soil types The interpretations are presented only as a guide for geotechnical use <br /> and should be carefully scrutinized for consideration in any geotechnical design Reference to current <br /> I literature is strongly recommended <br /> The CPT interpretations are based on values of tip, sleeve friction and pore pressure averaged over a <br /> user specified interval (typically 0 25m) Note that Qt is the recorded tip value, Qc, corrected for pore <br /> pressure effects Since all Gregg In Situ cones have equal end area friction sleeves, pore pressure <br /> corrections to sleeve friction, Fs, are not required <br /> The tip correction is Qt= Qc +(1-a) •Ud <br /> where Qt is the corrected tip load <br /> Qc is the recorded tip load <br /> Ud is the recorded dynamic pore pressure <br /> a is the Net Area Ratio for the cone (typically 0 85 for Gregg In Situ cones) <br /> Effective vertical overburden stresses are calculated based on a hydrostatic distribution of equilibrium <br /> I pore pressures below the water table or from a user defined equilibrium pore pressure profile(this can be <br /> obtained from CPT dissipation tests) The stress calculations use unit weights assigned to the Soil <br /> Behavior Type zones or from a user defined unit weight profile <br /> lie Details regarding the interpretation methods for all of the interpreted parameters is given in table 9 The <br /> appropriate references referred to in table 1 are listed in table 2 <br /> The estimated Soil Behavior Type is based on the charts developed by Robertson and Campanella shown <br /> in figure 1 <br /> Table 1 CPT Interpretation Methods <br /> Interpreted Description Equation Ref <br /> I Parameter <br /> Depth mid layer depth <br /> AvgQt Averaged corrected tip(Qt) I AvgQt= Qt, <br /> n <br /> AvgFs ( Averaged sleeve friction(Fs) 1 <br /> E AvgFs=— Fs: <br /> n' <br /> AvgRf Averaged friction ratio(Rf) Av Fs <br /> A��_1001/0. vg <br /> Fs <br /> AvgUd Averaged dynamic pore pressure(Ud) t <br /> f <br /> AvgUd= Ud, I <br /> I n <br /> SBT Soil Behavior Type as defined by Robertson and Campanella 1 <br /> I <br /> I <br />