Pier Design

DESIGN OF PIER AND FOUNDATION FOUNDATION

7.500 m C.L. 0.185

0.185

+ 449.530 m

(bottom level of deck ) 0.25 m 1.30 m

VRCC PIER CAP

+ 448.230 m

1.05 m FSL

+ 445.605

2.275

m

3.750 m

0.400

2.950

2.27 2.275 5m 0.400 5.175

VRCC CBL

PIER

+ 443.955

+443.055 m

1.5 0.60 VRCC Footing 4.60 m DETAIL OF PIER  FO!"DATIO"

+ 442.455

l

0.800

3.60 m

4.60 4.600 0m P L A " #$%&'()i* P'&ti*()'& ,1 e!"#$ "!c%&'#e t%'o#% t%e B'"d#e 2 *ffect"ve L"$e&' &te' &, - FSL 3 &/"mm e&$ eloc"t, of Flo &t FSL 4 Fll Sl, Level 5 Sco' Level  6 Fo$d"$# level! of 7 8 9 10 11 12 13 14 15 16 17 18

S&fe Be&'"$#C&&c"t, of So"l!. mbe' of S&$!. S&$ cc. of be&'"$#! Fll Sl, Level Bott Bottom om of eck eck  o&d o&d Leve Levell :e"#%t of eck . ;%"ck$ ;%"ck$e!! e!! of e&'"$# e&'"$# Co&t Co&t C&$&l Bed Level ;o of CC CC Foo Foot" t"$# $# ;%"ck$e!! of Foot"$# Sco Sco'' leve levell

 FSL "e' (!!med)

FSL

CBL

II - 5

     

9.903 Cmec! 13.450 m 0.64 m!ec +445.605 m +443.375 m +442.455 m

           

35.000 tm 2 2.00 2. 000 0 o o! ! 10.3 10 .370 70 m +445.605 m +449.530 m +450.420 m 0.79 0. 790 0m 0.10 0. 100 0m +443.955 m +443.055 m 0.600 m +443.375 m

m

Superstructure and Loadings & Type of Substructure :-  1 2 3 4 5

S&$ le$#t% cc. of be&'"$#! ;ot&l "dt% of t%e eck"$# C&''"&#e&, "dt% ;%"ck$e!! of $e !&$ L&"d co$d"t"o$!. Fo$d&t"o$ Level Sco' Level  2 d!m

 

+442.455 +443.375

0.800

m

+443.375

0.400 +443.055 m 2.800 0.600 m Fo(n%'tion L).

+442.455 m R.C.C. Footing. 3.600 m

1

*;=L >F =* F>. ot t :'n )'i% Con%ition ,-

&). :&i* + L;L Con%ition ,e't"c&l lo&d!  1 e&d Lo&d F'om Se'!t'ct'e 2 e"#%t of C&"$# Be&m 3 e"#%t of "e' 4 e"#%t of Foot"$#  "t% ot bo,&$c, ;ot&l e&d lo&d! L"ve Lo&d e&ct"o$!  1 ;ot&l L"ve Lo&d! ;ot&l e&d + L"ve lo&d! fo' e!"#$ 2 B'&k"$# fo'ce

II - 14



    

184.580 t 14.723 t 34.672 t 23.460 t 257.435 t

  

56.040 t 313.475 t 9.200 t

$ Lo&ded !t'ct'e) ome$t! "t% "$d J  493.62 D 313.47  1.575 m e  1.575  1.8  0.225 m $