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20000 <br />15000 <br />.. ......... ... .......... . .. . ..... .. ............ . ... ... .... ... ........... . ... .... ... ... ... .. ... .............. .. ... ............... . ..... ........ ........... ... . . ....... .......... ... ....................... .......... ... ...... ... ... .... ................ . ... . . .. . ... ... ... . ......... ....... ... ...... <br />CL <br />S0099 <br />10000 <br />ed) <br />.......... . .... .... ......... ... ...... . .. . ......... . .. ....... .......... .. . . ....... . . ......... . . . . ................ .. ... ......... .......... ... ..... <br />On- <br />SS tt.jeo INI <br />PS <br />IF, SSS <br />10vo-S <br />CLN(- <br />. . ........... . ............. . . . . . . ........ . . . ....... . . . ........... . . ........................ f ---------- --- --- - - --- - - -- <br />5000 <br />........... . ...... ... ...... ... ......... .......... ........ .... <br />lop* <br />0 <br />0 5000 10000 15000 20000 25000 30000 35000 40000 <br />Normal Stress (psf) <br />NOTES South Taylor Temporary Spoil Fills <br />1. Results obtained from consolidated-undrained tria)dal compression tests with pore water pressure Revised Addendum No. 3 <br />measurement. KGCC - Colowyo Mine <br />2. Specimens obtained from thin-walled tube sample collected from a depth of 24 to 26.5 feet in boring C- <br />104. TOTAL AND EFFECTIVE STRESS <br />3. Adapted from: Shannon & Wilson, Geotechnical Study, Collorn Temporary Spoil Fill, KCCC - Colowyo MOHR ENVELOPES <br />Mine, Job No. 23-1-01101-400, July 2009. CLAY, BORING C-104 <br />1 April 2010 23-1-01105-206 <br />ISHANNON ILS.914 INC. ; FIG. 11 <br />16-�h�l ai� & W <br />Emiro�; �UUhjZRI <br />