Laserfiche WebLink
i K r �_ <br /> Mon-b®Pf19 aBly-ed CUassufocation Chaim <br />' 1000 <br /> 10 � � 12 <br /> 10o e <br /> rn / 7 <br /> m i�J 5 <br /> C) o �= 3 <br /> s <br /> i 1 <br /> 2 <br /> 1 <br /> 0 1 2 3 4 5 B 7 B <br /> Friction Ratio (%) Rf <br /> Zone Qt/ N Soil Behaviour Type <br /> 1 2 sensitive fine grained <br /> 2 1 organic material <br /> 3 1 clay <br /> 4 L 1.5 silty clay to clay <br /> 5 2 clayey silt to silty clay <br /> 6 25 sandy silt to clayey silt <br /> 7 3 silty sand to sandy silt <br /> 8 4 sand to silty sand <br /> 9 5 sand <br /> 10 6 gravelly sand to sand <br /> 11 1 very strff fine grained <br /> 12 2 sand to clayey sand <br />' *overconsolidated or cemented <br /> EGGCrotechnicat and ErevI onrrICrEtal In Zrtu Test[ng Contractors <br /> Los Angeles • San Francisco Houston • Aiken <br /> t— !Vancouver • Edmonton Sant Lake City • NowJersey <br />' rd (.925)313-ssaa Fax (925)313-0302 E-mail Qreggnecls corn <br />