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qc[MP.] u2[MPa] <br /> 0 5 10 15 0 020 0.40 0.60 -0.040 0 0.040 <br /> - CIaY S3}. 1 <br /> Sandy sift to clayey silt(6) •------------ -------- ----------- ----------- -- <br /> - - ---- --------• --- -------- ------------ -------- <br /> 1 , <br /> Clay(3) --- <br /> - --• - - - - ---------- -- ----- -- ---- - ------------ ---------- <br /> -------------- <br /> r <br /> ---- <br /> I <br /> 7 <br /> C ---------- --------------- ------------ - --------- i <br /> - - ----------------------- ------- <br /> =aY <br /> (3) - = ` - -------- - ------- <br /> - --- ------- -------------- ------- <br /> Verystffffinegrained(11) i <br /> -------------- <br /> -----------------------------T- ---- <br /> - ------- -•• - <br /> , <br /> ( ^ { Very sfiff fine grained(11) ' <br /> I -- ---- - ----- •--- <br /> 1 <br /> { Clay(3) 11 - ' - - - - <br /> ----- - -------------•---------- •-- <br /> :.: 1 ---------- ----------- <br /> --------------- <br /> - - - - - - - <br /> Verystiftfinegrained(11) - <br /> as. 1 - - - - -- --- --------- <br /> :.: <br /> Very stiff fine grained(11) 1 - - - - - - - <br /> 1 - --T <br /> - — + <br /> zd Verystifffine grained(11} ' - <br /> nd(9) 1 •------------Y = - - - -- - - <br /> • - <br /> ` Very stiff fine grained(11) ! - <br /> 17 = =--------------------- .. --------- -- - --- ------ -----------—--------- <br /> Clay(3) <br /> 1 - ---------------7----------- ------- ---------- -— ------------- - ----------------- ----- ----------- <br /> �to 9ft�ccla���1 i <br /> m (Ti} <br /> 1 - <br /> Clay(3) 2 --•------------------ -i----------- -- - <br /> - - <br /> 21 --------------............ --------- ----------- <br /> Clay(3) ------------ <br /> ---- ----- ----- -- ---- ---- <br /> 2 - µ ------ - -- - --- ----------- ----- •--- <br /> Clay(3) <br /> i <br /> . <br /> - -------- ------ ---------------------•------------------------------- ---------------------- ------ -- <br /> 2 <br /> Clay(3) 2 --------------- ------------------ ------- -- ----- -------- - ---- ----------- ----- ------- <br /> 2 --------- --- ----------- -•--------- ---- <br /> ---- ---- - <br /> --- --- -------- <br /> E Clay(3} 27 - -- - - - ......................... --------- ----•-•-•--- - ------- ----- -- - - <br /> -- --= ' <br /> f <br /> CIaY(3) 2 --- = ........ -- - ------------ <br /> Clay <br /> Clay(3) ---- ------------ ------- ---••- <br /> ------------- -------------- - <br /> ------------...- ---------•-- --- <br /> Very stiff fine grained(11) ; <br /> rxly sift to clayey sift(8) 31 T -- -------- -------- ---------------- -•- ----------- ----- <br /> 3 --- ----------- ------ ------- <br /> "J <br /> i -- <br /> c - - --- -------- <br /> Test no: Position: Ground level: <br /> w CPT1 X:0.00 m,Y:0.00 m O.DO <br /> Client gate: i, <br /> Scale: <br /> 11!1912001 1 :50 <br /> Cone No:3335 Project Page. Fig. <br />! 7Iparea[cm2t10 1F3 -' <br /> Sleeve area[cm2]:150 File: <br /> Kandori cpd <br /> II <br />