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Problem- Heintzelman Soil Stability Analysis - FS Min- Spencer = 1.863 <br />4,855 `r--_•-____L---_J_.__.-----L---- __--__t-___J_.---L <br />4850 Soils Cohesion Friction : - - - - - , ; - - - - - <br />Angle - ------• -- - -- ------ -------- - -------•-- <br />4,845 Pierre Shale 700.0 28.0 ---r- --? ---;- - ---,-----: ----?- - - -? - ----- -;--- - - <br />4,840 Gravely Sand 0.0 49.0 --- r-- -7_______-__r----,_-_- ;-_--_r_--__----- ---- ' <br />4835 Loess 0.0 28.0 ---'-----=----------;-----i-----'----------=-------- - -------------------- --- <br />4,830 ? Water Table --- ---- ---- ---- ----------- -- ---- ?-------- ----- ---- --- ---- <br />4,825 Crtical Surface : : - - - - - - - - - - - - - - - - - - - <br />- ---------------• ------- --------?-- , <br />Surface 2 <br />4,820 Surface 3 --- ---------- --- ----;-- - ---- ---- ,---------- ----, - - - -------- <br />4,815 Surface 4 -- .- --T- - ;- - ---;--- ;------- -- -- -- = ------ - - - - <br />4,810- ________ ----------- ?------------ _. <br />- • Surface 5 <br />4,805 Surface 6 <br />4,800 Surface 7 - :.. - - - - - <br />Surf ace 8 <br />4,795 Surface 9 r -------- <br />4,790 Surface 10 ----- - <br />4,785 --------- --. -- - -- - - <br />4,780 ---;--- - :.. -- <br />4,775 --------- - <br />4,770 ---:---- <br />4,765 -,- -------- <br />4,760 -__1___- _ <br />4,755 ------ <br />4,750 - -------- <br />4.745 - --------- <br />4,740 ---;---- <br />4,735 <br />4,730 -- ---- --------- <br />-- -----: - <br />4,725 --- -- <br />4,720 --------- <br />4,715. <br />4,710 ------ <br />-10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 <br />(Scale in Feet)