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�� �' Gc(Mlsa] r_ is{MPa) —.... u2[fulPa] •� <br /> 0.00 <br /> 0 5 10 15 20 0 0.20 0.40 0.50 -0.040 -0.020 0.000 0.020 <br /> r <br /> r <br /> . 3 ------- ----------�---------.-i------ -- - ----------- - ------ -------- -------- ----- - <br /> clay( ) <br /> { -------------------------------------- - <br /> 7 E i ----------- <br /> --------- <br /> --------- <br /> 71 --------------- -------------- - ------- - -- ---------- -------- --------- --------------- - --- <br /> d Sandy silt to clayey sift(6) <br /> ----------t <br /> -- - ---------- ------- --- --- ------- -------- -- <br /> Clayey sift to silly clay(5) i - - - -- <br /> r <br /> Silly clay to clay(4) 7 ----------- -`--------------------------------- ------- --------------------------- <br /> ------------------ <br /> 7 -------------- ---- --�--- ---- --------------- --------- - -•----- --- --•-•--- - - <br /> Sifty sand to sandy sift(7) 7 i -- •• -------- --------- -. -------- ------ <br />{ ------------ ------------------- :... <br /> nd to silly sand(8) <br /> Ity sand to sandy sift m --- - - ------ --- - - ------- - ------ - -- <br /> •.` _s Clayey silt to silty day(5) <br /> 797------------ - -- - -- - <br /> Very stiff tine grained(11) i <br /> 7 ------- --------- ------ ....-------- ------- --------------------- <br /> 80-- ---- --------- - - -- ----- --- ------- ------ - - <br /> Sifty sand to sandy sill C/1 -' <br /> ----- -- - <br /> 81 = = - —------ - - ---- •--• - <br /> r i ' ---- -------- --- <br /> 83� i ------ ---- ---•-------- <br /> r <br /># — ----- - -- <br /> as -------- --- -- -- <br /> r <br /> r <br /> r <br /> r i ----------------------------------- -........ <br /> r 87 • <br /> ' ---- ----------------- ----- ------ <br /> - - -- ...-.-..-..._. - - - - =--- <br /> r r <br /> • r -. .--_ .-..-..-•________------ - _ ----------------------- -- <br /> +i <br /> 1 r -------------------------•-__•------------------------------ ----- ------• ------- -...--.. --. <br /> r <br /> r <br /> i <br /> 91 ------- ----------------- ------- -- ----- ----------------------- -- <br /> r , <br /> ki 9 ----------------------------------- <br /> ---•-••---------- <br /> -- ----------- <br /> ------------ <br /> ----------- <br /> - <br /> f r r . <br /> 9 ----------------------------------------------------- - -------- -----•- - -------- <br /> t <br /> 9 r r r <br /> 4 r <br /> ---------------------' i <br /> r r , <br /> + ------------ <br /> ----------------------- <br /> r <br /> r r <br /> 9 -- --- --------- - --------- -------------------- --------- -------- .-- <br /> A <br /> r <br /> r <br /> r r <br /> 0 107 -- - ------------ -----µ-- '--- ------------------------- - <br /> 1 <br /> Test no: Position: Ground level: <br /> �_ CPT2 X 0.00 m,Y:0.00 m 0.00 <br /> fClient: Gondar Earth Tech 1�' ale <br /> 11l19200t <br /> Cone No:3335 Pr°l CSU Stanislaus. Page: Fig: <br /> Tip ares tcm2l:10 313 <br /> ( 9keve area[cm2l:150 Fife: <br /> condor2.c d <br /> 1- <br />