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SLICE INFORMATION . . . continued : Slice Sigma c-value phi U-base U-top P-top Delta (psf) (psf) (lb) (lb) (lb) 1 45 . 8 . 0 7 . 00 0 . 0 . 0 . . 00 2 2017 . 4 . 0 7 . 00 0 . 0 . 0 . . 00 3 4466 . 0 . 0 18 . 00 0 . 0 . 0 . . 00 4 4831 . 6 . 0 18 . 00 0 . 0 . 0 . . 00 5 6258 . 8 . 0 18 . 00 0 . 0 . 0 . . 00 6 7187 . 5 965 . 9 10 . 00 0 . 0 . 0 . . 00 7 5420 . 8 . 0 18 . 00 0 . 0 . 0 . . 00 8 3344 . 4 . 0 33 . 00 0 . 0 . 0 . . 00 9 829 . 4 . 0 33 . 00 0 . 0 . 0 . . 00 ------------------------------------------- ---- ----------- SPENCER' S (1973) - TOTAL Stresses at center of slice base ----- ------- ------- ------- -------- ----- Slice Base Normal Vertical Pore Water Shear ## x-coord Stress Stress Pressure Stress (ft) (psf) (psf) (psf) (psf) 1 99 . 38 45 . 8 36 . 7 . 0 3 . 0 2 125 . 00 2017 . 4 1614 . 9 . 0 130 . 5 3 150 . 49 4466 . 0 3197 . 4 . 0 764 . 5 4 207 . 99 4831 . 6 4609 . 6 . 0 827 . 1 5 275 . 00 6258 . 8 5971 . 2 . 0 1071 . 5 6 322 . 89 7187 . 5 6872 . 8 . 0 1176 . 6 7 360 . 97 5420 . 8 7764 . 8 . 0 928 . 0 8 413 . 08 3344 . 4 5149 . 9 . 0 1144 . 2 9 482 . 92 829 .4 1277 . 1 . 0 283 . 8 ------------- ------- ----------------------- SPENCER' S (1973) - Magnitude & Location of Interslice Forces ----- -------- ------- -------------- ---- Slice Right Force Interslice Force Boundary Height ## x-coord Angle Force Height Height Ratio (ft) (degrees) (lb) (ft) (ft) 1 100 . 00 16 . 73 33 . . 49 . 61 . 805 2 150 . 00 16 . 73 58775 . 19 . 85 41 . 93 . 473 3 150 . 97 16 . 73 61780 . 19 . 64 42 . 73 . 460 4 265 . 00 16 . 73 153549 . 31 . 01 79 .41 . 391 5 285 . 00 16 . 73 174399 . 32 . 74 79 . 17 . 413 6 360 . 77 16 . 73 260851 . 40 . 15 103 . 55 • 388 7 361 . 16 16 . 73 258956 . 40 . 16 103 . 28 . 389 8 465 . 00 16 . 73 20413 . 12 . 54 34 . 06 . 368 9 500 . 85 . 00 -11 . 8 . 28 . 00 . 000 --AVERAGE-VALUES-ALONG-FAILURE-SURFACE - ---- - -- - - - - - - --- - - - ----- ------ - - -- --- Total Normal Stress = 4021 . 14 (psf)