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--• a — _ — — . i a t Vf r y -. <br /> 1 CPT Classification Gt <br /> (after Robertson-1990)- ti <br /> 1 <br /> Non-Normalized Classification Chart <br /> 1 <br /> raoa �;',} <br /> 9.15"O•r"d19,"�+k+n'��'r'x 'fd°'dkt'�tI <br /> ^ � Y t <br /> 100 8 <br /> 7 <br /> kNf <br /> 01 <br /> c`c 6 <br /> m <br /> a� <br /> c <br /> C3 10 <br /> U <br /> 1 <br /> 0 1 2 3 4 5 6 7 8 <br /> Friction Ratio (°10) Rf <br /> Zone at / N Soil-Behaviour Type <br /> 1" 0 2 sensitive fine grained <br /> 2 ® 1 organic material <br /> 3 0 1 clay <br /> 4 ® Is silty Gay to clay <br /> 5 a 2 clayey slit to silty Gay <br /> 6 25 sandy silt to clayey silt <br /> 7 3 silty sand to sandy silt <br /> a 4 sand to silty sand <br /> 9 ,3 & sand <br /> 10 ci 6 gravelly sandto sand <br /> 11 1 very stifFfine grained`' <br /> 12 2 sand to clayey sand <br /> overconsolydated_or cemented <br /> I <br /> L - <br /> EGGGeotechnical and Environmental In Situ Testing Contractors <br /> Los Angeles • San Francisco Houston - Aiken <br /> Vancouver Edmonton - Salt Lake City New Jersey <br />' Tei-(925)313-5800 Fax (925)313-0302 E mall -,re a eC15 COM <br />