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ft{MPa] u2(MPa) <br /> L 0.00 <br /> j 0 s• 10 1s 20 0 0.20 0.40 0.60 -0.040 0 0.040 0.080 0.120 <br /> 1 - <br /> .__ - - <br /> ----------------- --- - ----- - -•-- <br /> ' �Y(3) Y (7} � -----' <br /> Si sant!fe sand silt - -------- ----- ------------------------------ - --------- -..... .. -•--- <br /> { <br /> -------- <br /> - Clay(3) - -- ---- - --- ------------------------------ <br /> -------- <br /> --- <br /> - - - <br /> L I <br /> --- - <br /> ilty clay to clay(4) , - ----------------- - ---------- ------------ --- ---------------- ---- ------- --------- <br /> - <br /> ----- <br /> - Verysti�ffine grained(11) -- - ---- - ------- --- - - --------- <br /> ----------Clay(3) <br /> i --- ------- ------ ---- ---- --- --- <br /> V ` stifffine rained 11 <br /> nd(9) - -------------------------- -------- - ------- --------------- <br /> Verystlfffinegrained(11) 1 ,------ -----.- i <br /> --- ----- —- ---- <br /> Clay(3) 11 ---------- ------- ------•---•------------------- --- ---- -- - <br /> Y(3) 12 --------- S., <br /> -rw Very stiff fine grained(11) i : i ------------ r - - - <br /> d(g) <br /> ..{ -- --- --------------- ----- <br /> Very stiff fine grained(11) <br /> Sand(g) - <br /> 1 ; <br /> +- <br /> V06 stiff fine grained(11) <br /> -'• u, Verystifffinegrained(11) <br /> :. 1 i <br /> Ver stifffinegrained(11) <br /> Clay(3) �- <br /> :.:€ : Very'stiff fine grained(1 i) 1 - -- - <br /> ---------- --------- ---------- -- -------- - .. <br /> { i <br /> Clay(3) 1 - - ---- --- --------- ------- -------- ----- ---- 7---- <br /> 20-: -- - <br /> 2 - ? - <br /> Y(3) r <br /> a 21- <br /> --------- ------------- ---------------- --------- ------- <br /> ---------- <br /> - <br /> r <br /> --..- <br /> CIaY(3) --- -�--- --� k <br /> J <br /> Clayey silt to silty clay(5) 2 -----• ---•--•- ' - -- - - -------- -------- - -- - ---- ---------------- <br /> --------- <br /> --- --- <br /> Sandy silt to clayey silt(6) 2 - w----------i•------ - - ------ -•---- - - - <br /> ilty sand to sandy silt() <br /> p2 -•------ -----------'---------------------`-•--•- --- ------ -------- -- - - ---- --- <br /> ;-^ layey silt to silty clay(5) <br /> 2 <br /> i <br /> 2 - -- <br /> --'----". .--"---- - ----- - ---- ----- '---- -'-- -- <br /> Clay.(3) <br /> IE 27 - - ---------- ------------- -- -- ---- ------- ----- --- <br /> ------E <br /> 2 — <br /> T - ----- --Y - ------- ---- ------ - --- ---- <br /> CIaY(3) 3 .... ... -" ---------- -•-•--... •------ -- - --- <br /> Clay(3) <br /> 3 - - <br /> Clay(3) ' <br /> i <br /> n ----- ---------- `---------------------- --- -------------- ------------------------ <br /> -------- — <br /> Cla 3 <br /> y�t ) Cu <br /> Test no: Position: Ground level: <br /> L2 CPT3 X:0.00 m•Y.0.00 m 0-00 <br /> Client Date: Scale <br /> { J+ 11n01Z001 - 1:50 <br /> Cane No:3335 Protect Page. Fig: <br /> Tip area fcnV:110 113 <br /> Sleeve ere&[=21:1150 File: <br /> condor3.c d <br />