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4c[NfPaj_� 1s(MPa] u2 PAIN] — <br /> 0.00 <br /> 0 5 10 15 20 0 0.20 0.40 0.60 -0.040 0 0.040 0.080 0.120 ` <br /> z <br /> Clay(3) .i <br /> layey silt to silty day(5) <br /> =- <br /> - -- <br /> "zr . Clay(3) <br /> fty sand to sandy silt(7) - - ....._. --•--• --- --- --- <br /> y. <br /> Silly day to clay(4) 7 - <br /> --- <br /> Clayi <br /> (3) - -._..------.. - - <br /> .- ---- .-- - <br /> C1ay(3) - - - <br /> - - -- --7 <br /> Very stff fine grained(11) ---` ---'--- -- <br /> Sandy silt to clayey silt(6) 7 -L=1 ------- ------------------ •--- --------- - ------------------------ ---------------- <br /> sand <br /> -- ----- - <br /> : <br /> Sitty sand to sandy silt(7) <br /> _.. i <br /> Verystiff fine grained(1t) <br /> -------------- <br /> y' MY sift to clayey silt(6) <br /> E77 - = - -------------------- --------------------- --- •------ ---- - ---- - -- <br /> Clay(3} <br /> Very stiff fine grained(11) <br /> nd to silty sand(9} 79-: <br /> -•--------- -------------------------------------'-- ---------------'---------------- - --- - --- <br /> Sand(9) 8 ----------- - --------------------- -- - - - -- ------------------ - -------- <br /> e s Vry stiff fine grained(11) <br /> Clap(3} 81 ----------=----------i ..._-.i--`— -- - - --- - - -- ------• - --- <br /> i 1r <br /> layay sift to silty clay(5) <br /> stifffine grained(11) g - - - - -- ----------------------------------- <br /> -------•--- --- - ' <br /> Very stiff fine grained(11) ,�- - <br /> Clay(3) - -- -- -------------------- -- <br /> i <br /> $ -------- --------------- --- ---- --------- <br /> 8r, <br /> --- <br /> $ ; <br /> 1 <br /> 96 <br /> : <br /> k <br /> y <br /> `i <br /> I <br /> 4 <br /> ----------- <br /> 7------------------------------------------------- ----------------------_--_ -___ ..___ _------ <br /> g7 ; <br /> --•---- i <br /> a <br /> i <br /> 1 = ------- <br /> -- - - - - <br /> ;i <br /> ---------'-------- . <br /> i. <br />' a 101 _ ----- <br /> Test <br /> - <br /> Test no: Posstion: Ground level: <br /> ux CPT3 X 0.00 m,Y.0.00 m 0.00 <br /> Client Date: Scaie: <br /> 11120=01 1 :50 <br /> Cone No:3335 Project Page: Fig: <br /> Tip area irm2):10 313 <br /> Sleeve area[cm2]:150 Rw <br /> cnndo(3.c <br /> . 1 <br />