hw5-solution

hw5-solution - — C C 4 1(4 C “.9 4 C ‘1 C 1 43 J V C...

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Unformatted text preview: — C C. ) 4 ( 1 (4 C “ .9 4 C ‘1. ( C 1. 43 J V C 4 I Vt’ ‘Pt C S A, 22-1 41- 22-142 LW;IW-i •‘ 22-144 . (wi) 50 SHEETS 100 SHEETS 200SHEETS Iii ‘I “ “ V n ‘-‘-I ! A “ ? ç’ 0> (3-’ T h j4 II ( h i Is-t a a tk’ t%, (Y1% u t ; 1--- + —A T I P_i% _s 3 ‘ — ‘t vX p s!1!i c N o 2-a C., z &e 0’ V J 4 r Sn” a 4 r a, a 4 em F-C P C U)-V — ‘I r-o C-J ct ci ‘4, 4% 2 ‘&- t* .4 vs C.’: r *- .. I I 3 4 1 ‘ /) S:.’ 4. , ( — . 4’ ‘ A / .. I ‘C, c i “ 1 > — k M ê k ) N C- ’ N — C C-- / > / * c c c : ) — “ N c 1 — 4 4 4 4 N ‘ ‘ C N N ‘ .- ‘ U —- \ N- N- C : 7 N ‘ N CE 467L Geotechnical Engineering For the flow conditions shown below, the depth of embedment of the sheetpile on the downstream side is 3 m. The saturated unit weight of the permeable soil is 20 kN/m 3 .Determinethefactor of safety against a heave failure in the excavation adjacent to the sheet piling. Use the dimensions shown to scale any other dimensions (hint, see Sec.scale any other dimensions (hint, see Sec....
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This note was uploaded on 09/13/2010 for the course CE 467L taught by Professor Rechenmacher during the Spring '10 term at USC.

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hw5-solution - — C C 4 1(4 C “.9 4 C ‘1 C 1 43 J V C...

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