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e CE5IGU OF A.UC"O~~ E~ fOU~POR\ M.~,~Oh

D

AWC\40R f\JLL T S~U[) B"C:K ~\L\.)f= UO.-PC.F'= ~ PC.F~= ~4\ 0b= 0

K4= O.?8Ye= E~~t..C.T\V UNIT 'JJEt4HT

CI, """""" ""'F""/",,,,

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ANCHORED SHEET PILE WALL I 1. Granular 5011. Free Eanh suppon Method

z~ M): 391),'2.+ 1.'2..3~ D,+'Z.f..&J~50~(-M) = \'!a81),~ + S9~S1).'t.+ 35582: (...M) ~ ~(- M) '=>aD,~ + 593'5 D.~ T ~S~8= ~C:>D,'l"1l.3Co11+1,,~qSO

O~ 1381),!.+S~9CD D.'1. -1.1."~lD D. =- 1.CoS', ~ Co'i..~ o\-\le. F o~ 1:).

'D.!I + 41..11. 'D,'\.- '~:2.0 D. = \~ '2.."3By T'R'''-L~ E..~ROR D,===o.STo.,-lIo..\- 'P~t:.\RA.\'O"-1 = G..S+ \... A. MA~ltJ OF' S~t:'ET"~ '~C(u~.A.$.e1)~vA F'""C.TOe..Of:' '2..0 To 40".U~E "D = U.O FT.

97

FORCE ARM MOMENTCD \540 - '2...:3:' - S&(y BOO ;- \.O +\t1..\\,-

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ANCHORED SHEET PILE WALL I 1. Granular 5011 - Free Eanh suppon Method

= \~40 + 8008 +- S~~, + 5 7~ + 30'l..,\-+C1e)'-.5+"OHIOO -2.07(I..S)\ \\Bl~ l~.\="o~ ~\-z..l~~ T"'i l'ie RQ~ \~CRe:A-:'~Bv App~o~.a!ie :U~a T&",OOO~MAXIMUM MOMENT

LeT PC\~T OF Ze:~o ~\-\EA~ ~'S.A\ 'X t6.1!.T~~\..o... Law WA.~E~ le:'Iel1I,813~\S40+\\OO-+~OB(X)+i (I".S) (j()1.

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tv\OMe.~\S-(\ 540) ~ ("2.0-+"3.~ ~ J ::.-"3S,C:>0 a_

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ANCHORED SHEET PILE WALL I 1. Granular Soli. Free Eanh suppon Method

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T",\~ CA"a\t..I'''''E.URVE: Fo~ MO\UM COMPp.,.C,T At.a;f;)CoMPAA:.TCOR..~E. C:t1l.~'~E.D Sou... \-=>~~EQ. .

t't) C~~C.U~"T P(H-+t))+/EI rO~\~~ S"''ft~\ B,-'C: S~I:"\Ot..1S~C,t..1~ CO~~ICa.k.Et). O~"A..\~ T",1:.. ~"T\O Or Tt+cM DS:SI~ /M~,,_. F~", 't\e. CuR"ES (f"\. 8 ''-i. o. 'l. 'u

2. 8 0. 81....4 . 1.20.4 t. \B4.1Iu.4\'1..0 \5.3 \B.O.., O.Cdi o. Co'l.

980\uK 833 \.tK

980: 11.0 I( 900: Z3.S1 8'3 ::21.(P KSt4(0.8 38. 50. '2.

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ANCHOREDSHEET PILE WALL I 1. Granular Soli . Free Eanh suppon Method

BA.SE.D Otl1~OV\la'S '"10''-''' OF"MOM~.T Ra.t>\Jc.,.,O~ T""tt.FO\..I..OW\t..14 ~"'1t.I:'''' ?"_1i' ~EC.T'O"-&~ M~'i ~ Ui:t't)P"Z. ~ 8 - ~eG,UL~tt. c.~..ao~ C411.A\)C,..&!L.~~:l\.O k~\(t..s K~'P1.- '31 - ~ a"uu.a. C~OU 4n.-.08' S-rAtIiELS~ :r 'Z.:~.S I(~ I ( z. S 1