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<br />u <br />JOB TfTLE : CASEfiee - Ton Pies 50112M0 UC 671- Pbatk -New Sne Ca .. me•~l <br />FLAC (Vers/on 3.10) ~,,, <br />LEGEND gM = 1494 kip-ft <br />26-Jak99 6:z2 Upper Colluvium aau <br />step 65000 <br />2 277E+02 <s< 2.579E+02 <br />-7.256E*00 <y< 2.941E+Ot <br />Bounoary pbt <br /> Failure Plane "'° <br /> '., <br />0 SE 0 <br />1.bment M <br /> <br />Suucwra Abx. VaWe <br />BM = 1390 kip- <br />l~=~ <br />/ 7 (Pib) •5.149E+OS <br />4 2 (Pile) -4.627E+05 <br />~ <br />/7(Pib) 4.707E+06 <br />/ 4 (Pib) -7.064E+06 <br />Pie Dbt <br /> ~ O lb <br /> Lower Colluvium <br />V Piles <br /> e.ra <br />taco Canautln9 Group. hc. <br /> <br />6anrrcapolis, IMneaNa USA <br /> >>no tau aim yaw xsoa alto <br /> from <br />Predicted Bending Moment Diagram of Piles in Case #I a1 Stable Conditions <br />• <br />Brandshaug (1998) <br />Barr <br />er. n ~ <br />Figure D-4 <br />