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Ts(MPa} —� u2[hAPa] �--'• <br /> 0.00 <br /> 0 5 10 15 ' 20 0 0.20 0.40 0.60 -0.040 -0.026 D.00D 0.020 <br /> ; <br /> Clay(3) - <br /> --- •-------- -------- -------r------ -- <br /> ------ -------------------- <br /> --- -- -------- - - <br /> .-. Clay(3) --------- ---- ---- --------- <br /> - <br /> E _ <br /> : <br /> : <br /> _ •q : I <br /> Silty clay to Gay(4) --- - -------- - ----- ------ - <br /> Very stiff fine grWned(11) <br /> 37 <br /> -- - < --- - ---- ------ ----- - -- <br /> nd(9) - --- -. <br /> Sand to silty sand(8) ---_-- ---- - - <br /> 4 <br /> --------------- <br /> ------ <br /> i i _ <br /> - {... _._ <br /> Sitty sand to sandy silt m --- -- ----- ` -- --------------- ---- -- <br /> - --? ---- ---------- -------------------- - --•- ------- <br /> ------------- <br /> --- <br /> sandy silt to clayey silt(6) ; <br /> nd to silly sand(8) 41 -------- � �­---------­---------� ------ -- - <br /> ' �•`��=•" silt silty Clay(� ........--------_-- --------------- ____ ---------_ ---------- ------- <br /> 4Z-: <br /> ___-- -_ _- <br /> Silty clay to day(4) i - ------- -------- - <br /> lay(3) 43-: - -----'------ ------- <br /> : <br /> . -------? - •- - i ' <br /> lay O ..._. :. ------ - - ----'r-------. �._.. <br /> ........ ..............---..--_-s._.-.- ..__.___.... __._._{__-----------__t-_ ---------i--_--_.---.-•-I.- ____.___------------- _-.-_-_ _ _--_ _-- <br /> F.. -- -' --`-- <br /> 45­ <br /> I, <br /> I <br /> yr <br /> Clay(3) <br /> 47 --------- ; i------•-- --- ------ -----------1- <br /> • E <br /> -------- f-------- <br /> ---•-- <br /> ; <br /> Clay(3) <br /> I <br /> ; ; <br /> { Clay(3) <br /> 51 - ' -•` - +------------....... - ---+------------..............r - } <br /> Clay(3) 5 - {_ ------------------------ ---- ------ <br /> a,tri --- <br /> Clayeysift to siltyclay457 ---- - -------------- <br /> s53 <br /> ifty sand to sandy silt(7) <br /> Sand to Bitty sand(8) --- --------------'-----------*- - } - --- -- ---- ---r------ --- <br /> __-_.___..i._.____ ..._____._ ----------- <br /> __-__..I—_______ _ <br /> silty sand to sandy silt m <br /> ` Sand to silty sand(8) 55_ --- ------ ------ ---------- <br /> { nd to silty sand(8) - i <br /> Q _.__.._.__i i'_ -._ ___.•._______.._.2_.._._._._------_---_. _..___._.___I._. <br /> Sand to silty sand(8) _ <br /> 57 - ------ ----------------• - -- ------- -------------- ------ -- ------------- <br /> I --- <br /> Clay(3) ; <br /> ------- --+------------>--------- I--•'--•-- ----+-------------------- -=-- - -' --------- ------ i--- r-•--------- ------ <br /> Clay(3) <br /> lty clay 63 clay(4) - -----: ............ ---'.'''- +------ -•-- -------------------- <br /> ---------- <br /> -------- ---- <br /> C6Y(3) --.- ._ -- ---------------i._____-.--_3_._.._.._ _____{_----- _ _.._.--___._._._i__.___..___.__i___ _.----------_}-_--____._..t____... <br /> 61 -- ----•• ------'•--------- t------- •;- -- f i -- <br /> Clay(3) --�------------�----------•i------------'----•- - ------�----�----------i- ------------------------- -••- ---------------- <br /> I <br /> illy clay to clay(4) — - <br /> J Clay(3) --------------------------------- - ---- - -- <br /> . j - ------ ---- --------- ------------------ ------ <br /> J <br /> I <br /> - -- A-----------i-------- - -- - -------- - --- ------ - ------------t---------- --- <br /> Clay(3) <br /> J <br /> i <br /> i <br /> { F ------------ <br /> -------- - ----- - <br /> -`----------`--- •-- --- -------------- - <br /> i <br /> { O <br /> Test no. Position: Ground level: <br /> 677 <br /> ' CPT2 X:0.00 M.Y:0.00 m 0.00 <br /> Client: Condor EaM Tech t31/1 scale: <br /> y late- 1001 1:50 <br /> Carle Plo:3335 Project CSU Stanislaus Page-213 Fig: <br /> . Tip area Jun2y 10 <br /> File: <br /> Skme area(ml2]:150 <br /> candol2.c d <br />