Retaining Wall CRP PLN PSS 01 01

8/12/2019 Retaining Wall CRP PLN PSS 01 01

1/103

DESIGN OF ABUTMENT

(P2/2) = 5.045 KN

H1(m) =0.90.9

H2(m) = 0.90.9

3.5H3(m)= 0.9

0.9

H4(m) = 0.8 H(m)

0.8

1.3 H5(m)= 1.3 1.3

H7(m) = 0.3 slice (1) slice (2) slice (3) slice (4) slice (5) slice (6)

Hf= 1.6 B1(m) B2(m) B3(m) B4(m) B5(m) B6(m) H6(m) =0.3 0.3

A

0.3 0.6 0.225 0.225 0.225 0.225 0.3

35.00 0.61 5.1 18.00

Frici!" #e$ee" $%ll %"& s!il is "e'lece&

is%"ce #e$ee" e $%ll %"& *!%& + r (m) , 1.2H

All!$%#le+ r (m)

6.12 5.00 1.6

K%

0.271

P%(KN/m le"')

63.40

-ei' !f m%ss c!"cree = 23.6 KN/m3

K=1/K%

3.692

P(KN/m le"')

53.17

-ei' !f !"cree (KN/mle"')

1 72.22 0.00 0.6 43.332 22.30 3.65 1.0125 26.273 17.52 7.29 1.2375 30.714 12.74 10.94 1.4625 34.635 8.50 14.18 1.6875 38.266 2.12 25.92 1.95 54.697 2.12 7.02 0.15 1.37

P2 5.05 0.6 3.03

B%cfill 63.40 1.70 107.78

53.17 0.53 28.36

slice(7)B7(m)

"er"%l Frici!"

+B%cfill+

is%"ce #e$ee" e $%ll %"& *!%& +r (m)

e !ff!"&%i!"+ Hf(m)

Acie e%r ressre c!efficie"+K%= (1i")/(1i")

Acie e%r ressre "!rm%l ! #%c !f $%ll+P% =(1/2)KH2

P%ssie e%r ressre "!rm%l ! #%c !f $%ll+P =(1/2)KHf2

liceN!

-ei' !f #%cfill(KN/mle"')

H!ri:!"%lPressre(KN/m)

;eer Armfr!m A (m)

l!c$ise m!me"%#! !e

(KNm/mr")

A"il!c$isem!me" %#!

!e (KNm/mr")

P%ssiee%r


2/103

H!ri:!"%l l!%&+ * = P% P = 10.23 KN/mle"'

*esl%" m!me" %#! !e+ %'%i"s sli&i"'

9.00 1.5

Pm%( KN/m2)

All!$%#le #e%ri"' c%%ci>!f s!il ( KN/m2)

A"'le !f frici!" #e$ee" e #%se %"&s!il+ (&e')

A"'le !f frici!" #e$ee"e #%se %"& s!il+ (r%&)

All!$%#le F%c!r f %fe>%'%i"s sli&i"'


3/103

DESIGN OF ABUTMENT

( P1)/2 = 4.53 KN

H1(m) =1.2

H2(m) = 0.60.6m

3.5m H3(m)= 0.6

H4(m) = 0.6 H(m)

H'(m)= 1.20

Be& leel

0.3m

H5(m)= 0.8

0.8m

H7(m) = 0.9slice (3) slice (4) slice (5) slice (6)

Hf= 0.6B1(m) B2(m) B3(m) B4(m) B5(m) B6(m)

H6(m) =0.90.9m

!e

0.3 0.6 0.225 0.225 0.225 0.225 0.225

35.00 0.61 4.7 18.00


is%"ce #e$ee" e $%ll %"& *!%& + r (m) , 1.2H

All!$%#le+ r (m)

5.64 5.00 0.6

K%0.271

P%(KN/m le"')

53.84


K=1/K%

3.692

P(KN/m le"')

19.94

1 72.22 0.00 0.6 43.332 22.30 3.65 1.0125 26.273 17.52 7.29 1.2375 30.714 12.74 10.94 1.4625 34.635 8.50 14.18 1.6875 38.266 2.12 25.92 1.95 54.697 2.12 1.62 0.15 0.08

P1 4.53 2.72B%cfill 53.84 1.70 91.53

0.6m

0.6m

0.6m

slice(1)

slice(2)

slice(7)B7(m)

A"'le !f "er"%l

Frici!" (&e')

A"'le !f"er"%l Frici!"

(r%&)

Hei' !f e $%ll+

H(m)

-ei' !fB%cfill+(KN/m3)

is%"ce #e$ee" e $%ll %"& *!%& +r (m)

e !ff!"&%i!"+ Hf(m)




liceN!

-ei' !f !"cree(KN/mle"')

P!i" ;!%&(KN)



;eer Armfr!m !e

(m)

l!c$ise m!me"%#! !e

(KNm/mr")

A"il!c$isem!me" %#!

!e (KNm/mr")

P%ssie


4/103


5/103

0.566667


6/103


7/103


8/103


9/103

DESIGN OF ABUTMENT

(P1/2) = 4.53 KN

H1(m) 1.2

H2(m) = 0.6

3.5mH3(m)= 0.6

H4(m) = 0.6 H(m)

0.3m 2.0m H5(m)= 2.5

H7(m) = 0.6 slice (3) slice (4) slice (5) slice (6)

Hf= 2.3B1(m) B2(m) B3(m) B4(m) B5(m) B6(m)

H6(m) 0.6

!e

0.3 0.6 0.225 0.225 0.225 0.225 0.3

35.00 0.61 6.1 18.00


is%"ce #e$ee" e $%ll %"& *!%& + r (m) , 1.2H

All!$%#le+ r (m)

7.32 5.00 2.3

K%

0.271

P%(KN/m le"')

90.70


K=1/K%

3.692

P(KN/m le"')

slice(1)

slice(2)

slice(7)B7(m)

A"'le !f "er"%lFrici!" (&e')


(r%&)

Hei' !f e $%ll+H(m)


is%"ce #e$ee" e $%ll %"& *!%& +r (m)

e !ff!"&%i!"+ Hf(m)


Acie e%r ressre "!rm%l ! #%c !f $%ll+

P% =(1/2)KH2



10/103

76.43


1 86.38 0.00 0.6 51.832 26.02 4.86 1.0125 31.263 22.83 7.29 1.2375 37.284 19.65 9.72 1.4625 42.955 16.46 12.15 1.6875 48.286 4.25 29.70 1.95 66.207 4.25 9.18 0.15 2.01

P1 4.53 0.6 2.72B%cfill 90.70 2.03 184.42

76.43 0.77 58.60

!%l 175.58 63.72 341.13 184.42

H!ri:!"%l l!%&+ * = P% P = 14.26 KN/mle"'

*esl%" m!me" %#! !e+ !f s!il ( KN/m2)


11/103


12/103

!e

0.3 0.6 0.225 0.225 0.225 0.225 0.225

35.00 0.61 4.7 18.00


is%"ce #e$ee" e $%ll %"& *!%& + r (m) , 1.2H

All!$%#le+ r (m)

5.64 5.00 0.6

K%

0.271

P%(KN/m le"')

53.84


K=1/K%

3.692

P(KN/m le"')19.94

1 86.38 0.00 0.6 51.832 26.02 4.86 1.0125 31.263 22.83 7.29 1.2375 37.284 19.65 9.72 1.4625 42.955 16.46 12.15 1.6875 48.286 4.25 29.70 1.95 66.207 4.25 3.24 0.15 0.15

P1 4.53 2.72

B%cfill 53.84 2.03 109.48

19.94 0.77 15.29

!%l 175.58 63.72 295.95 109.48

H!ri:!"%l l!%&+ * = P% P = 33.90 KN/mle"'

*esl%" m!me" %#! !e+


13/103

!%l eric%l l!%&+ *= 239.30 KN/mle"'

;eer %rm !f #%se resl%"+ ;%=+ e = ;%B/2+ %"& e, B/3 ? e@ 2B/3

e (m) B/3 (m) 2B/3 (m) ;% (m)= 0.78 , B/3

0.233277 0.675 1.35 @ 2B/3

e %'%i"s sli&i"'


14/103

1.2m

0.6m

0.6m

0.6m

2.5m

0.9m


15/103


16/103

0.6m

0.8m

0.9m

0.6m

0.6m

0.6

m


17/103


18/103


19/103

DESIGN OF ABUTMENT

H1(m) =0.60.6m

H2(m) = 0.60.6m

2.9mH3(m)= 0.6

0.6m

H4(m) = 0.6 H(m)0.6m

H'(m)= 2.60

Be& leel

1.7m

H5(m)= 2.5

2.5m


Hf= 2.3B1(m) B2(m) B3(m) B4(m) B5(m) B6(m)

H6(m) =0.90.9m

!e

0.3 0.6 0.225 0.225 0.225 0.225 0.3

35.00 0.61 5.8 18.00


is%"ce #e$ee" e $%ll %"& *!%& + r (m) , 1.2H

All!$%#le+ r (m)

6.96 5.00 2.3

K%

0.271

P%(KN/m le"')

82.00


K=1/K%

3.692

P(KN/m le"')

76.43


1 82.13 0.00 0.6 49.282 27.61 2.43 1.0125 30.423 24.43 4.86 1.2375 36.244 21.24 7.29 1.4625 41.735 18.05 9.72 1.6875 46.876 6.37 26.46 1.95 64.027 6.37 9.18 0.15 2.33

B fill 82 00 1 93 158 53

slice(1)

slice(2)

slice(7)B7(m)



(r%&)

Hei' !f e $%ll+H(m)


is%"ce #e$ee" e $%ll %"& *!%& +r (m)

e !ff!"&%i!"+ Hf(m)




liceN!



;eer Armfr!m !e

(m)

l!c$ise m!me"%#! !e

(KNm/mr")

A"il!c$isem!me" %#!

!e (KNm/mr")


20/103

H!ri:!"%l l!%&+ * = P% P = 5.56 KN/mle"'

*esl%" m!me" %#! !e+ %'%i"s sli&i"'

19.34 1.5

Pm%( KN/m2)






21/103


22/103

DESIGN OF RETURN WALL

H1(m) =0.450.6m

H2(m) = 0.450.6m

2.6mH3(m)= 0.45

0.6m

H4(m) = 0 H(m)

0.6m

H'(m)= 2.60

Be& leel

1.7m

H5(m)= 0

2.5m


Hf= 2.3B1(m) B2(m) B3(m) B4(m) B5(m) B6(m)

H6(m) =0.150.9m

!e

0.15 0.3 0.15 0.15 0 0 0.15

35.00 0.61 1.5 18.00


is%"ce #e$ee" e $%ll %"& *!%& + r (m) , 1.2H

All!$%#le+ r (m)

1.8 5.00 2.3

K%

0.271

P%(KN/m le"')

5.48


K=1/K%

3.692

P(KN/m le"')

76.43


1 10.62 0.00 0.3 3.192 3.72 1.22 0.525 2.593 2.12 2.43 0.675 3.074 0.00 0.00 0.75 0.00

5 0.00 0.00 0.75 0.006 0.53 3.65 0.825 3.457 0.53 6.62 0.075 0.54

slice(1)

slice(2)

slice(7)B7(m)



(r%&)

Hei' !f e $%ll+H(m)


is%"ce #e$ee" e $%ll %"& *!%& +r (m)

e !ff!"&%i!"+ Hf(m)




liceN!



;eer Armfr!m !e

(m)

l!c$ise m!me"%#! !e

(KNm/mr")

A"il!c$isem!me" %#!

!e (KNm/mr")


23/103

!%l 16.99 7.29 71.43 2.74

H!ri:!"%l l!%&+ * = P% P = 70.95 KN/mle"'

*esl%" m!me" %#! !e+ %'%i"s sli&i"'

0.16 1.5

Pm%( KN/m2)






24/103

Der!"#$% $& e'("#$%) &$r A%*(#

*efere"ce esi'" !f m%ll %ms

"er'> ;i"e

Affl le%i!" %

H1 H2 >

+ &

P &1 &2

Der!"#$% $& e'("#$%)


Ar!%c el!ci>= C%

Cel!ci> e%&=%=C%2/2'

e el!ci> % !i" P=C=(2>')0.5

-i& !f !e"i"'=l

isc%r'e % %" eleme" &> &D=(2>')0.5.&>.l

D=0.667l (2')0.5(H11.5H21.5)EEEEEEEE(1)

-e" eD%i"' e e%&

HH1=&1C12/2' =&2C22/2' EEEEEEEE..(2)

-e" eD%i"' &isc%r'e

D=C1&1=C2&2EEEEEEEEEEEEEEEEE.(3)

Fr!&e "m#er Fr=1/('&1)0.5EEEEEEEEE.(4)

Fr!m (2)+(3) ?(4) &2=(&1/2)((18Fr2)1) EE(5)

ffecie le"' !f cres+ ;=;2(N%)H!EEEEE(6)

-ere ;=Ne le"' !f cres

N=Nm#er !f iers


25/103

c!r &e *=0.9(D/f)0.333 fEEEEEEEEEE(7)

D=&isc%r'e (c.f/s/f)

f=sil f%c!r ( f=1 f!r s%"&)

;e"' !f / %r!" ;%=5(&2&1)EEEEEEEEE.(8)

c%se % $e" [email protected]+ ;%=5(&2&1)

c%se #$e" Fr ,4.5+ ;%=3.5&2

c%se c $e" Fr,4.5+ ;%=4 &2

isc%r'e G= (2/3)(2')0.5(;)(H11.5H21.5)

,"r"-e#er) $& A%*(#

Hf (m)

1.57 1.87 0 1.87

N! !f !e"i"'s -i& !f ier N! !f iers (N)

1.57 8 0.6 7

16.2 19.51 12 0.6

Assme e el!ci> e%& is :er!

H1 (m) H2 (m )

1.57 & 1.57&

; (m) % H!(m)

12 0 0 1.57

ffecie $i& !f %"ic ; (m) 12

-i& !f si"'le #%>+ l (m) !efficie"

1.5 0.65

D)*"r/e #r$(/ #e A%*(#

G=;H!1.5

G(f3/s) G(m3/s)

3.3 1517.85 43.01 T"e 45.00 -3) 3.75

isi"' F(m)

isi"' HF(m)

I/ csi!" r%ise& #>(m)

F(m)=1.2

0.175=1.025

-i& !fA"ic (m)

-i& !f %r!"-%(m)

!%l $i& !f!e"i"' (m) ; =16.2 7 0.6 =

12.0 m

Hei' !f res (m)

Hei' !f '%e !e"i"'=&

'(.-

)-


26/103

s !f $i& 1.5m %"& 7 N!s. !f iers !f $i& 0.6m

Ne cres le"' =12.0 m

Ne A"ic le"' $i 7 N!s. !f iers=1270.6 =16.2 m

Ise !i"e& N!se iers %"& A#me" e%& $%ll is l%ce& % 45 &e'rees ! e &ireci!" !f fl!$

D =(2/3) 1.5 (29.81)0.5 0.65 ( H11.5 (H1&)1.5 ) cm/s

D=2.88(H11.5 (H1&)1.5 ) cm/s

D=2.88(1.571.5(1.57&)1.5) cm/s

Cel!ci> %r!%c + C%=D/(1.5 & ) m/s

Cel!ci> e%&+ %= (C%2)/(2 J 9.81) m

Ne$ !%l e%&+ H1=(1.57% ) m

&(m) %(m)

0.1 0.533 3.551 0.643 2.213

0.2 1.047 3.491 0.621 2.191

0.3 1.544 3.430 0.600 2.170

0.4 2.021 3.368 0.578 2.148

0.5 2.478 3.304 0.556 2.126

0.6 2.914 3.238 0.534 2.104

0.7 3.328 3.170 0.512 2.082

0.8 3.720 3.100 0.490 2.060

0.9 4.086 3.027 0.467 2.037

1 4.426 2.951 0.444 2.0141.1 4.738 2.871 0.420 1.990

1.2 5.017 2.787 0.396 1.966

G(m3/s)

D(m3/s/m)

G(f3/s)

D(.m/s/

m)

C%(D.m/s/

m)

Ne$ H1

(m)


27/103

Ne$ &isc%r'e r!' si"'le '%e+ D

D=(2/3)1.5(29.81)0.5 0.65 ((Ne$ H1)1.5(Ne$ H1&)1.5) cm/s

D=2.88 ( (Ne$ H1)1.5 (Ne$ H1&)1.5 ) EEEEEEEE(A)

-e" eD%i"' e e%&+ &1 12/2' =0.6 Ne$ H1 EE .(B)

D=&1 1 =&2 2 %"& e"ce 1=D/&1EEEEEEEEEE

Fr!&e "m#er + Fr=1/('&1)0.5 EEEEEEEEEEEE()

&2=(&1/2)((1 8Fr2)0.5 1) EEEEEEEEEEEE .()

D%i!" (B) D.() D.() [email protected] Fr,4.5& Ne$ H1 D &1 1 ;H *H Fr &2 5(&2&1) 3.5&2 2

(m) (m) (c.m/s) (m) (m/s) (m) (m) (m) (m) m (m/s)

0.1 2.213 0.635 0.0923 6.883 2.51 2.51 7.233 0.899 3.147 0.707 0.086

0.2 2.191 1.249 0.1856 6.731 2.49 2.49 4.988 1.220 4.269 1.024 0.174

0.3 2.170 1.841 0.281 6.553 2.47 2.47 3.947 1.434 5.766 1.284 0.2620.4 2.148 2.411 0.378 6.378 2.45 2.45 3.312 1.592 6.068 1.515 0.351

0.5 2.126 2.957 0.478 6.185 2.43 2.43 2.856 1.707 6.143 1.732 0.440

0.6 2.104 3.478 0.582 5.975 2.40 2.40 2.501 1.788 6.029 1.945 0.53

0.7 2.082 3.973 0.69 5.758 2.38 2.38 2.213 1.842 5.760 2.16 0.62

0.8 2.060 4.441 0.805 5.517 2.36 2.36 1.963 1.869 5.318 2.377 0.71

0.9 2.037 4.881 0.925 5.277 2.34 2.34 1.752 1.875 4.751 2.603 0.81

1 2.014 5.290 1.075 4.921 2.31 2.31 1.515 1.828 3.767 2.894 0.91

1.1 1.990 5.667 1.26 4.498 2.29 2.29 1.279 1.735 2.375 3.266 1.0

1.2 1.966 6.008 1.6 3.755 2.32 2.27 0.948 1.489 0.555 4.035 1.1

1.3 1.941 6.310 1.26 5.008 2.54 2.24 1.424 1.985 3.627 3.178 1.2

1.4 1.915 6.568 1.395 4.708 2.52 2.22 1.273 1.908 2.567 3.442 1.39

-e" %ll '%es %re fll> !e"e&+G=%;Hf1.5 cfs

% ; (f) Hf (f) G (cfs)

3.3 39.36 6.1336 1973.07

He"ce e el!ci> !f fl!$ + C=G/(-% Hf) f/s

C (f/s)5.03

%se (1)Fr ,4.5 %"& ;%=3.5&2

&(m)@ &2(m) m%. ;% (m)

0.3 1.22 4.270

%e ;%= 5.0 m

%se (11)Fr @ 4.5 %"& ;%=5(&2&1)

&(m), &1(m) &2(m) ;% (m)


28/103

He"ce selec >e (i) illi"' #%si" %"& ;%= 7.0 m

De#er-%e #e S*$(r e#

*=0.9 (D2/f)0.333

D=3.75 m3/s/m = 40.34 .f/s/f

i%meer !f fi"e s%"& &m= 0.175 mm

f=1.76(&m)0.5 = 0.74

*=0.9(40.342/0.74)0.33 = 11.4 f = 3.4778 m %> *=3.5 m

e m!&ifie& &e !f sc!r f!r Ls #el!$ e e"& !f / %r!" * = * $ere =2

* =23.5 = 7.00 m

e !f sc!r #el!$ / %r!"+ =*&2 =* &2= 7.001.79 = 5.21 m

*eDire& le"' !f *ir% =1.5 =1.55.21 =7.8 m %> e le"' !f *i*% = 8.0 m

De#er-%e #e e/# $& e% )

Fr!&e "m#er Fr 4/&1 &1(m) 4(m)2.501 1.25 0.478 0.60

eref!re e ei' !f e"& sill+ 4 = 0.6 m

De#er-%e #e &ree:$"r &$r )#%/ :")%

1(m/s) &1(m)6.185 0.478 2.19

Free#!%r& = 2.19 f+ s%> 0.7 m

Hei' !f si&e $%ll = &2 free#!%r&

Free#!%r& (m) &2 (m) Hei' !f si&e $%ll (m)0.67 1.707 2.37

Hei' !f si&e $%ll = 2.37 m+ s%> 2.4m

e* &$r (

3.80 1.25 0.3 7.0B

0.30 A1(m)= 0.3

2(m)= 0.45

6 3(m)= 0.9

74(m)= 0.4

0.1( 7.267 0.1988 )


29/103

;1(m) ;6(m)

;2(m) ;3(m) ;4(m) ;5(m)

6 ;1 (m) ;2 (m) 7 (m) ;3 (m) ;4(m) ;5(m) ;6 (m)

4.4 0.3 3.50 4.1 1.25 0.3 6.7 0.3

ffecie !ri:!"%l cree le"' (m) =(;1;2;3;4;5;6)/3 = 4.12 m

ffecie eric%l cree le"' (m) =(2627) = 16.8 m

ffecie !%l cree le"' (m) = 20.9 m B = 12.35 m

He%& % I/ (m) He%& % / (m) He%& &iffere"ce H& (m)1.57 0 1.57

Assmi"' "! $%er i" e %il+ e m%imm e%& &iffere"ce+ H&=1.57 m

-ei'e& cree r%i! (-*) =!%l ree le"'/H&

-ei'e& cree r%i! (-*)

13.3

-ei'e& cree r%i! = 13.0, 5 e"ce e f!"&%i!" is si%#le f!r s%"&> s!il

Ilif % A =H&(H&/ ;c) ree le"' % A (m)=1.57(1.57/20.9)((3.81.250.3)/34.23.9)

Ilif % A+ I%= 0.8056 m

Ilif % B =H&(H&/ ;c) ree le"' % B (m)

Ilif % B+ I#= 0 m

!%l lif !" e Ml%cis =0.5(I%I#)(;3;4)9.81 = 27.662 KN/m

elf $ei' !f Ml%cis = 50.4 KN/m , 27.662 KN/m

e"ce e #%si" is s%fe fr!m lif ressre.

!%l $ei'e& le"' !f cree = 20.9 m

!efficie" !f Pressre % = (1(4.23.9)/20.9) = 0.5984 $ic is eDi%le" ! 60

!efficie" !f Pressre % B = (1(4.23.94.12)/20.9) = 0.40159 $ic is eDi%le" ! 40

Aer%'e ressre c!efficie" % =60 %"& % B =40


30/103

A%";)) &$r S#r(*#(r" S#":#;

!"si&er 1.0 m sri !f A"ic

-. !f '%e = 1.0 KN/m

-. !f c!"cree = 24.0 KN/m3

!m!"e"

%m 9.00 7.93 71.33

1.08 7.20 7.77

%m #%se 16.74 7.78 130.15

I/ si!" 27.36 10.45 285.91

/ si!" 75.60 3.50 264.60

Ilif f!rce 95.11 6.59 626.43

12.09 0.52 6.26

-. !f '%es 1.00 7.93 7.93

58.53 10.45 611.60

!%l mr = 1379.29 m! = 632.69


31/103

De)/% $& G"#e) "% = .(A$H)-I l#s (ec"ic%l Mi& li"eeci!" 10.10)

F!r sli&i"' '%e+ c!efficie" = 0.35

Are% !f '%e = A (sD.f)

e"si> !f $%er $ ( l#s/f3) = 62.5

He%& !f $%er fr!m ce"re !f '%e =H (f)

-ei' !f m!i"' %rs = - (l#s)

H>&r%lic &!$" rs = I (l#s)

-i& !f '%e+ ; (f)= 5.0

Hei' !f '%e+ (f)= 5.0

ic"ess !f '%e #%se+ (f) = 0.25

-ei' !f '%e+ -'(l#s)=2.(;)1.5.()1.75= 373.8

H>&r%lic &!$" rs+ I(l#s)=;.H..$ = 390.625

H (f) = 2.092

(l#s) = 1127.3

-!r &!"e er re!li!" ! !erc!me frici!" #e$ee" #r%ss 'l%"& %"& seel #%se l%e =1 l#s

1= 2..P. (B23B13)/ 3.(B22B12)

= 0.15 -ere+ =c!efficie" !f frici!" #e$ee" seel %"& #r%ss

B2 (i"c) = 7 B2= i%meer !f #%se l%e (i"ces)

B1 (i"c) = 2.5 B1 = i%meer !f re%& (i"ces)

1(l#s) = 2713.09

-!r &!"e er re!li!" ! !erc!me frici!" #e$ee" re%&s %"& 'l%"& = 2 (l#s)

2 = .P..&

& (i"ces)= 1.5 & = i%meer !f si"&le (i"ces)

2 (l#s) = 797.144

-!r &!"e er re!li!" ! lif l!%& =3 ( l#s)

3 (l#s) = / = 187.88 = Pic (N! !f re%&s er i"c)= 6

= i%meer !f !er%i"' %"&le (i"ces)= 24


32/103

m!se& l!%& !" #e%m = 1.60.75 = 1.2 KN/m

I"if!rml> &isri#e& l!%& "= 1.956 s%>+"= 2.0 KN/m

-ei' !f '%e -'= 373.8 l#s = 169.93 K'

-ei' !f H!is -=150 -'/2240 l#s = 11.379 K'

-ei' !f fie& %rs -f =0.25-' l#s = 42.481 K'

H>&r%lic rs+ H> =KA$H = 1144.06 l#s = 520 K'

!%l l!%& &e ! '%e %rr%"'eme" = 7.2968 KN

A Ilim%e c!"&ii!" !i" l!%& % ce"re !f !"e #e%m =1.47.2968/2 = 5.107776777 KN

5.10778 KN

I;+"=2.0 KN/m

* *

;=1.9744 m

*e%ci!" % e"&s *= 4.53 KN

fc=20 N/mm2+ f>=460 N/mm2+ #=150 mm+ &=119 mm %"& K=


33/103

fc=20 N/mm2+ f>=460 N/mm2+ #=450 mm+ &=74 mm %"& K=


34/103

%r ressre ! e f!"&%i!" is #%l%"ce&


lice N! -ei' !f c!"cree (KN)

% 4.04 0.35 1.41# 16.14 0.8 12.91

c 26.90 1.35 36.32

& 27.19 1.9 51.66

e 21.52 2.728 58.72

i 84.96 2 169.92

P1 9.06 1.35 12.23

P2 10.09 1.9 19.18

11.18 1.827 20.43

11.77 0.40 4.66

!%l 180.75 19.1497 22.96 387.43

H!ri:!"%l ressre+ * =H1H2= 22.96 KN

*esl%" m!me" %#! !e+ !f s!il

( KN/m2)

A"'le !f frici!" #e$ee" e #%se& il (& )

A"'le !f frici!" #e$ee" # & il ( &)


35/103

F%c!r f %fe> %'%i"s sli&i"'

4.06 1.5

All!$%#le F%c!r f%fe> %'%i"s sli&i"'


36/103


37/103


38/103


39/103


40/103


41/103

DESIGN OF Re#"%%/ W" R,,LN,SS01 =01

H1(m) =0.6

H2(m) = 0.6

H3(m)= 0.6

Be& leelH4(m) = 0.6 H(m)

H'(m)= 1.20H5(m)= 0.6


Hf= 1.65B1(m) B2(m) B3(m) B4(m) B5(m) B6(m)

H6(m) = 0.45

!e

0.15 0.225 0.15 0.15 0.225 0.225 0.15

30.00 0.52 3.45 18.00


is%"ce #e$ee" e $%ll %"& *!%& + r (m) , 1.2H

All!$%#le+ r (m)

4.14 5.00 1.65

K%

0.333

P%(KN/m le"')

35.69


K=1/K%

3.001

P(KN/m le"')

73.54


1 18.32 0.00 0.2625 4.812 10.09 1.62 0.45 5.273 7.97 3.24 0.6 6.724 8.76 7.29 0.7875 12.64

5 5.58 9.72 1.0125 15.496 1.59 8.10 1.2 11.637 1 59 2 03 0 075 0 27

slice(1)

slice(2)

slice(7)B7(m)



(r%&)

Hei' !f e $%ll+H(m)


is%"ce #e$ee" e $%ll %"& *!%& +r (m)

e !ff!"&%i!"+ Hf(m)




liceN!



;eer Armfr!m !e

(m)

l!c$ise m!me"%#! !e

(KNm/mr")

A"il!c$isem!me" %#! !e

(KNm/mr")


42/103

!%l 52.30 29.97 97.28 41.04

H!ri:!"%l l!%& f!r sli&i"'+ * = P% = 35.69 KN/mle"'

F f!r er r"i"'=

!%l eric%l l!%&+ *= 82.27 KN/mle"'

;eer %rm !f #%se resl%"+ ;%=+ e = ;%B/2+ %"& e, B/3 ? e@ 2B/3

e (m) B/3 (m) 2B/3 (m) ;% (m)= 0.68 , B/3

0.046029 0.425 0.85 @ 2B/3

e %'%i"s sli&i"'


43/103

Der!"#$% $& e'("#$%)


Ar!%c el!ci>= C%

Cel!ci> e%&=%=C%2/2'

e el!ci> % !i" P=C=(2>')0.5

-i& !f !e"i"'=l

isc%r'e % %" eleme" &> &D=(2>')0.5.&>.l

D=0.667l (2')0.5(H11.5H21.5)EEEEEEEE(1)

-e" eD%i"' e e%&

HH1=&1C12/2' =&2C22/2' EEEEEEEE..(2)

-e" eD%i"' &isc%r'e

D=C1&1=C2&2EEEEEEEEEEEEEEEEE.(3)

Fr!&e "m#er Fr=1/('&1)0.5EEEEEEEEE.(4)

Fr!m (2)+(3) ?(4) &2=(&1/2)((18Fr2)1) EE(5)

ffecie le"' !f cres+ ;=;2(N%)H!EEEEE(6)

-ere ;=Ne le"' !f cres

N=Nm#er !f iers

=ier c!"r%ci!" c!efficie"

%=A#me" c!"r%ci!" c!efficie"

H!=!%l e%& !" cres

c!r &e *=0.9(D/f)0.333 fEEEEEEEEEE(7)

D=&isc%r'e (c.f/s/f)

f=sil f%c!r ( f=1 f!r s%"&)

;e"' !f / %r!" ;%=5(&2&1)EEEEEEEEE.(8)

c%se % $e" [email protected]+ ;%=5(&2&1)


44/103

c%se #$e" Fr ,4.5+ ;%=3.5&2

c%se c $e" Fr,4.5+ ;%=4 &2

isc%r'e G= (2/3)(2')0.5(;)(H11.5H21.5)

,"r"-e#er) $& M"">" A%*(#

Hf (m)

1.2 1.8 0.175 1.625

N! !f !e"i"'s -i& !f ier N! !f iers (N)

1.025 8 0.6 7

16.2 22 12

Assme e el!ci> e%& is :er!

H1 (m) H2 (m )

1.025 & 1.025&

; (m) % H!(m)

16.2 0 0 1.025

ffecie $i& !f %"ic ; (m) 16.2

-i& !f si"'le #%>+ l (m) !efficie"

1.5 0.65

D =(2/3) 1.5 (29.81)0.5 0.65 ( H11.5 (H1&)1.5 ) cm/s

D=2.88(H11.5 (H1&)1.5 ) cm/s

D=2.88(1.0251.5(1.025&)1.5) cm/s

Cel!ci> %r!%c + C%=D/(1.52 & ) m/s

Cel!ci> e%&+ %= (C%2)/(2 J 9.81) m

isi"' F(m)

isi"' HF(m)

I/ csi!" r%ise& #>(m)

F(m)=1.2

0.175=1.025

-i& !fA"ic (m)

-i& !f %r!"-%(m)

!%l $i& !f!e"i"' (m) =16.2 7 0.6 =

12.0 m

Hei' !f '%e !e"i"'=&


45/103

Ne$ !%l e%&+ H1=(1.025% ) m

' ?" " Ne>


46/103

% ; (f) Hf (f) G (cfs)

3.3 39.36 5.33 1598.31

He"ce e el!ci> !f fl!$ + C=G/(-% Hf) f/s

C (f/s)

4.16

%se (1)Fr ,4.5 %"& ;%=3.5&2

&(m)@ &2(m) m%. ;% (m)

0.4 1.367 4.785

%e ;%= 5.0 m

%se (11)Fr @ 4.5 %"& ;%=5(&2&1)

&(m), &1(m) &2(m) ;% (m)

0.4 0.478 1.872 6.97

%e ;%= 7.0 m

He"ce selec >e (ii) illi"' #%si" %"& ;%= 5.0 m

De#er-%e #e S*$(r e#

c!r &e *=0.9 (D/f)0.33 %"& D=G/-%

D (c.f/s/f) f * (f) *(m)

22.15 1 2.5 0.76

%e e &e !f c !ff $%ll =1.5 m

De#er-%e #e )e $& B"&&e :$*

Fr!&e "m#er Fr 3/&1 &1(m) 3(m) &2(m)

5.203 1.5 0.1988 0.30 1.367

0.22 0.22 0.06

%ci"' #e$ee" $! #l!cs = 0.225 m

%ci"' #e$ee" $!#l!cs(m) =0.753

-i& !f #l!c (m)=0.753 m

! $i& !f #l!c (m)=0.23


47/103


48/103

e* &$r (

2.4 0.2 6.42

0.45 0.45

2.5 1.5

5.25 1.5

0 5

0 0

10.6 8.65

1.8 12.8 19.22

1.8

0.2

0.3

3.5

0.20.3

3.5

0.2

1.8

0.2

1.8

12.8

He%& % I/ (m) He%& % / (m) He%& &iffere"ce H& (m)

1.5 0 1.5

Assmi"' "! $%er i" e %il+ e m%imm e%& &iffere"ce+ H&=1.5 m

-ei'e& cree r%i! (-*) =!%l ree le"'/H&

-ei'e& cree r%i! (-*)

12.8

isi"' H!ri:!"%lree le"' (m)

A&&ii!"%l H!ri:!"%lree le"' (m)

ffecie H!ri:!"%lree le"' (m)

Pr!!se& Ceric%lree le"' (m)

ffecie Ceric%lree le"' (m)

ffecie !%l reele"'+ ;c (m)


49/103

-ei'e& cree r%i! = 12.8 , 5 e"ce e f!"&%i!"

is si%#le f!r s%"&> s!il

Ilif % A =H&(H&/ ;c) ree le"' % A (m)

2.4 1.8 13

0.45 1.8

2.5 0.2

5.25 0.3

0.2 3.5

10.8 0.2

0.3

3.5

0.2

9.4

Ilif % A = 0.4853 m

Ilif % B =H&(H&/ ;c) ree le"' % B (m)

2.4 1.8 14.150.45 1.8

2.5 0.2

5.25 0.3

0.2 3.5

0.45 0.2

1.5 0.3

1.5 3.5

14.25 0.2

9.4

Ilif % B = 0.3955 m

!%l lif !" e Ml%cis =( (0.48530.3955)/2) 9.81 (0.4521.5) = 14.91 KN/mr"

elf $ei' !f Ml%cis =( 0.45(321.52)0.5)0.224= 18.26 KN/mr"

H!ri:!"%l reele"' % A (m)

Ceric%l cree le"'% A(m)

ffecie cree le"'% A (m)

H!ri:!"%l reele"' % B (m)

Ceric%l cree le"'% B(m)

ffecie cree le"'% B (m)


50/103

-i& !f %r!" =22.0 m

N! !f ce #l!cs = 22/(0.20.2)= 55

elf $ei' !f ce =( 55/22)(0.40.20.2/2)24 =0.48 KN/mr"

elf $ei' !f si&e $%ll #e$ee" !i"s A?B =2((0.20.42)/2)1.524=22.32 KN/mr"

!%l le"' #e$ee" A?B =0.45(1.5232)0.5 = 3.8 m

Assme e $ei' !f si&e $%lls "if!rml> &isri#e& %cr!ss e Ml%cis

e"ce e $ei' = (22.32 3.8)/22=3.86 KN/m r"

!%l $ei' =(18.260.483.86)=22.6 , 8.26 KN/mr"+ e"ce s%fe f!r lif

Ilif % =0

He"ce !%l lif !" e #%si" =((0.1910)/2)9.815 =4.68 KN/mr"

elf $ei' !f #%si" =50.224=24.0 KN/mr"

elf $ei' !f #%ffle #l!cs=(55/22)((0.10.4)/2)0.30.22524=1.0125KN/mr"

elf $ei' !f e"& sill=(((0.350.1)/2)0.252224)/22=1.35 KN/mr"

elf $ei' !f si&e $%lls=(2((0.20.431)/2)2.5524) =189.3 KN

Assme e $ei' !f si&e $%lls "if!rml> &isri#e& !er e #%si"

e"ce e $ei' = 189.3/22=8.6 KN/mr"

!%l $ei' !f #%si" =241.01251.358.6 =34.96 ,4.68 KN/mr"

e"ce e #%si" is s%fe fr!m lif ressre.

e* &$r )$e $& r!er :e

2"& %"ic %cr!ss e"'%%&%i *ier


51/103

isi"' I/ sill 9.56 7.01

isi"' / sill 9.27 7.01

esi'"e& I/ sill 9.735 7.185

esi'"e& / sill 8.235 5.43

isi"' *ier #e& sl!e =(9.277.01)/3920 =0.00058

esi'"e& *ier #e& sl!e =(8.2357.1850)/3920 [email protected]+ e"ce s%fe f!r rier

er!si!".

De)/% $& "%#e!er >"

e"si> !f e%r =18 KN/m3

e"si> !f $%er=9.81 KN/m3

A"'le !f re!se=35 &e'ree

erim!se& l!%& !" e%r=5 KN/m2

eref!re effecie l!%& !f e%r=2.75/18 =2.97 m

H!ri:!"%l ressre fr!m e%r=18( 1i" 35)/(1i" 35)=4.88 KN/m3

Be"&i"'

s%> e cle%r c!er=40 mm+ %"& se R12 r/f

e"ce effecie &e+ &=431406=385 mm

K=


52/103

De)/% $& M""!" A%*(#

esi'"e& #> "'.A.;.T%fer

ece& #>

*ec!mme"&e& #>


53/103

Ar!e& #>

ONTENTS P%'e


54/103

1) P!!'r%s

2) A"ic &e%ils

3) esi'" c%lcl%i!"

4) erific%i!"


55/103

ANNING FORMULA

sc%r'e = G P =B2((1O2)0.5)

e%" Cel!ci> = C A =(BO)

e%" %re% = A r = A/P

& $i& = B C = (r0.6666)(0.5)/" + !r C = 1.486(r0.6666)(0.5)/"

ll l> &e = Cc =0.5477 ( 0.64) + !r Cc= 0.84 (0.64)

&e sl!e !f c%"%l (ss) = O G=AC

'!si> c!efficie" f!r e m%eri%l = " riic%l Cel!ci> *%i!+ C* =C/Cc = 0.9 ! 1.25

%"%l Be& sl!e =

ee& Perimeer = P > =0.0286 c.f/s/Ac = 1.9 li/s/H% = 1.0 c.f/s f!r 35 Acs.

>&r%lic me%" r%&is = r

ic%l Cel!ci> = Cc

T;e $& *"%" " Se $& "%" ss

r c%%e& 0.025 %"%ls !f c%%ci> ! %"& i"cl&i"' 100 c.f/s 1 !" 1.5

!c c%%e& 0.035 %"%ls !f c%%ci> !er 100 c.f/s 1 !" 2.0

!"cree Aer%'e 0.015 c%%i!" e%r c%"%ls f!r &r%i"s 2.0 !" 1

eme"

'%#le %re%+ % = 125Ac (!r) 52.083 H%

e'(re D)*"r/e r D(#; C Irr/":e "re"

"e$" Se*#$% Re*#"%/("r Se*#$% F$r Re*#"%/("r Se*#$% 0

Me#r* S*"e

TATION B- D- % S A)'.- ,- r- ?)'.-) ?*)'.-) ?R *(.-) r *1.2 0.45 1.5 0.025 0.00035 0.84375 2.822498 0.298937 0.334592 0.3285479 1.018397 0.28231211 0.09

60 6 2 0.025 0.0004 432 86.83282 4.975078 2.331185 1.7240884 1.352126 1007.072

40 4 2 0.025 0.0004 192 57.88854 3.316718 1.779075 1.3300291 1.337621 341.582467

Br#) S*"e

TATION B D % S A)'. , r ?)'.) ?*)'.) ?R *(.) r *

12 3.6 1.5 0.025 0.00035 62.64 24.97998 2.507608 2.052387 1.906834 1.076332 128.561523


56/103

DESIGN OF ABUTMENT

(P2/2) = 5.045 KN

H1(m) = 0.9

H2(m) = 0.9

3.5

H3(m)= 0.9

H4(m) = 0.8

1.3 H5(m)= 1.3


Hf= 1.7 B1(m) B2(m) B3(m) B4(m) B5(m) B6(m) H6(m)

A

0.3 0.6 0.225 0.225 0.225 0.225 0.3

30.00 0.52 4.8 18.


is%"ce #e$ee" e $%ll %"& *!%& + r (m) , 1.2H

All!$%#le+ r (m)

5.76 5.00 1.7

K%0.333

P%(KN/m le"')

69.09


K=1/K%

2.465

P(KN/m le"')

64.11


1 72.22 0.00 0.6 43.332 22.30 3.65 1.0125 26.273 17.52 7.29 1.2375 30.714 12.74 10.94 1.4625 34.63

slice(7)B7(m)

+B%cfi

is%"ce #e$ee" e $%ll %"& *!%& +r (m)

e !ff!"&%i!"+ Hf(m)




liceN!



;eer Armfr!m A (m)

l!c$ise m!me"%#! !e

(KNm/mr")

A"il!m!me"

!e (KN


57/103

5 8.50 14.18 1.6875 38.266 2.12 25.92 1.95 54.697 2.12 7.56 0.15 1.45

P2 5.05 0.6 3.03

B%cfill 69.09 1.60 110.

64.11 0.57 36.33

!%l 135.41 61.97 268.69 110.

H!ri:!"%l l!%&+ * = P% P = 4.98 KN/mle"'

*esl%" m!me" %#! !e+ %'%i"s sli&i"'

18.51 1.5

P%ssiee%r

Pm%( KN/m2)






58/103

DESIGN OF ABUTMENT

( P1)/2 = 4.53 KN

H1(m) = 1.2

H2(m) = 0.6

3.5m H3(m)= 0.6

H4(m) = 0.6

H'(m)= 1.20

Be& leel

0.3m

H5(m)= 0.8

H7(m) = 0.9slice (2) slice (3) slice (4) slice (5) slice (6)

Hf= 1.7B1(m) B2(m) B3(m) B4(m) B5(m) B6(m)

H6(m)

!e

0.3 0.6 0.225 0.225 0.225 0.225 0.225

35.00 0.61 4.8 18.


is%"ce #e$ee" e $%ll %"& *!%& + r (m) , 1.2H

All!$%#le+ r (m)

5.76 5.00 1.7

slice(1)

slice(7)B7(m)


A"'le !f "er"%lFrici!" (r%&)

Hei' !f e $%ll+H(m)

-ei'B%cfi(KN

is%"ce #e$ee" e $%ll %"& *!%& +r (m)

e !ff!"&%i!"+ Hf(m)


59/103

K%

0.271

P%(KN/m le"')

56.16


K=1/K%

3.692

P(KN/m le"')96.04

1 1.06 0.00 0.6 0.642 3.19 1.0125 13.893 5.31 7.29 1.2375 15.59

4 10.94 1.4625 15.995 14.18 1.6875 23.926 25.92 1.95 50.547 1.62 0.15 0.24

P1 4.53 2.72

B%cfill 56.16 1.50 84.

96.04 0.57 54.42

!%l 9.56 58.32 177.47 84.

H!ri:!"%l l!%&+ * = P% P = 39.88 KN/mle"'

*esl%" m!me" %#! !e+


60/103

e %'%i"s sli&i"' = (*/*) %"


0.79 1.5

1 1.06 12.15 2.025 26.2 3.19 10.53 1.65 22.3 5.31 8.91 1.2 17.4 7.43 7.29 0.975 14.5 9.56 5.67 0.825 12.6 11.68 4.05 0.675 10.7 13.81 2.43 0.525 8.8 16.99 0.00 0.375 6.

9 63.72 0.00 0.225 14.10 1.06 3.78 0.075 0.P1 19.44 4.35 84.%'%i"s sli&i"'

liceN!


P!i" ;!%&(KN)



;eer Armfr!m !e

(m)

l!c$ise m!me"%#! !e

(KNm/mr")

A"il!m!me"

!e (KN

P%ssiee%r

ressre


61/103

B%se le"' + B=B1B2B3B4B5B6B7 B(m) B/2(m)

2.1 1.05

cce"rici>+ e = ;%B/2+ %"& e, B/3 ? e@ 2B/3

e (m) B/3 (m) 2B/3 (m) ;% (m)= 1.00 ,0.052264 0.7 1.4 @

e %'%i"s sli&i"'


62/103

0.9

0.9

0

.9

H(m)

0.8

1.3

0.30.3

0 25.00 0.44

ll+

Acie e%r ressre c!efficie"+ K%= (1i")/(1i")

P%ssie e%r ressre "!rm%l ! #%c !f $%ll+ P=(1/2)KHf2

c$ise%#!/mr")


63/103

.54

.54

B/3

2B/3


64/103

0.6 4.8 19.44

1.35 2.7 78.732

0.6m

H(m)

0.8m

0.90.9m

0 r%'eec%"%%$eS'm%il.c!m

0.6m

0.6m

0.6m

!fll+m3)


65/103

4

0.566667

4

B/3

2B/3

c$ise%#!/mr")


66/103

2.1 0.15 2.4

5 0.075 4.35

3 0.225

6 0.375

6 0.525

6 0.675

2 0.825

2 0.975

7 1.2

4 1.656 2.025 2.025

6 1.65

1.2

0.975

3 0.825

.48 0.675

0.525

0.375

0.225

0.075

c$ise%#!/mr")


67/103

B/32B/3


68/103

0 18.00

K%0.406

K=1/K%

2.465

P(KN/m le"')

64.11

+ +


69/103


70/103


71/103


72/103


73/103


74/103

DESIGN OF ABUTMENT

(P2/2) = 5.045 KN

H1(m) = 0.9

H2(m) = 0.9

3.5

H3(m)= 0.9

H4(m) = 0.8

1.3 H5(m)= 1.3


Hf= 1.6 B1(m) B2(m) B3(m) B4(m) B5(m) B6(m) H6(m)

A

0.3 0.6 0.225 0.225 0.225 0.225 0.3

30.00 0.52 4.8 18.


is%"ce #e$ee" e $%ll %"& *!%& + r (m) , 1.2H

All!$%#le+ r (m)

5.76 5.00 1.6

K%0.333

P%(KN/m le"')

69.09


K=1/K%

3.001

P(KN/m le"')

56.79


1 72.22 0.00 0.6 43.332 22.30 3.65 1.0125 26.273 17.52 7.29 1.2375 30.714 12.74 10.94 1.4625 34.63

slice(7)B7(m)

+B%cfi

is%"ce #e$ee" e $%ll %"& *!%& +r (m)

e !ff!"&%i!"+ Hf(m)




liceN!



;eer Armfr!m A (m)

l!c$ise m!me"%#! !e

(KNm/mr")

A"il!m!me"

!e (KN


75/103

5 8.50 14.18 1.6875 38.266 2.12 25.92 1.95 54.697 2.12 7.02 0.15 1.37

P2 5.05 0.6 3.03

B%cfill 69.09 1.60 110.

56.79 0.53 30.29

!%l 135.41 61.97 262.57 110.

H!ri:!"%l l!%&+ * = P% P = 12.30 KN/mle"'

*esl%" m!me" %#! !e+ %'%i"s sli&i"'

5.84 1.5

P%ssiee%r

Pm%( KN/m2)






76/103

DESIGN OF ABUTMENT

( P1)/2 = 4.53 KN

H1(m) = 1.2

H2(m) = 0.6

3.5m H3(m)= 0.6

H4(m) = 0.6

H'(m)= 1.20

Be& leel

0.3m

H5(m)= 0.8

H7(m) = 0.9slice (2) slice (3) slice (4) slice (5) slice (6)

Hf= 1.7B1(m) B2(m) B3(m) B4(m) B5(m) B6(m)

H6(m)

!e

0.3 0.6 0.225 0.225 0.225 0.225 0.225

30.00 0.52 4.8 18.


is%"ce #e$ee" e $%ll %"& *!%& + r (m) , 1.2H

All!$%#le+ r (m)

5.76 5.00 1.7

slice(1)

slice(7)B7(m)



Hei' !f e $%ll+H(m)

-ei'B%cfi(KN

is%"ce #e$ee" e $%ll %"& *!%& +r (m)

e !ff!"&%i!"+ Hf(m)


77/103

K%

0.333

P%(KN/m le"')

69.09


K=1/K%

2.465

P(KN/m le"')64.11

1 1.42 0.00 0.6 0.852 4.25 1.0125 18.523 7.08 7.29 1.2375 17.78

4 10.94 1.4625 15.995 14.18 1.6875 23.926 25.92 1.95 50.547 1.62 0.15 0.24

P1 4.53 2.72

B%cfill 69.09 1.50 103

64.11 0.57 36.33

!%l 12.74 58.32 166.41 103

H!ri:!"%l l!%&+ * = P% P = 4.98 KN/mle"'

*esl%" m!me" %#! !e+


78/103

e %'%i"s sli&i"' = (*/*) %"


6.66 1.5

1 2.12 24.30 2 52.2 4.25 14.04 1.75 32.3 7.08 11.88 1.55 29.4 9.91 9.72 1.35 26.5 12.74 7.56 1.15 23.6 15.58 5.40 0.95 19.7 18.41 3.24 0.75 16.8 21.24 1.08 0.55 12.

9 33.98 0.00 0.3 10.10 1.42 5.04 0.075 0.P1 0.00 0 0.%'%i"s sli&i"'

liceN!


P!i" ;!%&(KN)



;eer Armfr!m !e

(m)

l!c$ise m!me"%#! !e

(KNm/mr")

A"il!m!me"

!e (KN

P%ssiee%r

ressre


79/103

B%se le"' + B=B1B2B3B4B5B6B7 B(m) B/2(m)

2.15 1.075

cce"rici>+ e = ;%B/2+ %"& e, B/3 ? e@ 2B/3

e (m) B/3 (m) 2B/3 (m) ;% (m)= 1.16 ,0.087706 0.7166667 1.43333 @

e %'%i"s sli&i"'


80/103

0.9

0.9

0

.9

H(m)

0.8

1.3

0.30.3

0 25.00 0.44

5.4


ll+

Acie e%r ressre c!efficie"+ K%= (1i")/(1i")

Acie e%r ressre "!rm%l ! #%c !f $%ll+ P%=(1/2)KH2


c$ise%#!/mr")


81/103

.54

.54

B/3

2B/3


82/103

0.6 4.8 19.44

1.7 2.7 78.732

0.6m

H(m)

0.8m

0.90.9m

0 25.00 0.44

0.6m

0.6m

0.6m

!fll+m3)



Acie e%r ressre c!efficie"+ K%= (1


83/103

.63

0.566667

.63

B/3

2B/3

i")/(1i") isi"' !il


c$ise%#!/mr")


84/103

2.1 0.2 2.4

5 0.1 4.3

0 0.3

9 0.5

0 0.7

5 0.9

3 1.1

4 1.3

8 1.55

0 28 2.4 2.4

0 2

1.55

1.3

18 1.1

.39 0.9

0.7

0.5

0.3

0.1

0.2 0.15

0.09 0.09

0.18 0.14

0.30 0.23

0.42 0.32

c$ise%#!/mr")


85/103

0.54 0.41

0.66 0.50

0.78 0.59

0.90 0.68

1.44 1.44

0.05 0.055.36 4.41

B/32B/3


86/103

4.8 18.00

K%0.406

P%(KN/m le"')

84.13

K=1/K%

2.465

P(KN/m le"')

56.79

+ +


87/103


88/103

4.8 18.00

K%

Hei' !f e $%ll+H(m)

-ei' !f B%cfill+(KN/m3)


89/103

0.406

K=1/K%

2.465

P(KN/m le"')64.11


90/103


91/103


92/103

DESIGN OF ABUTMENT

H1(m) =0.60.6m

H2(m) = 0.450.6m

1.2mH3(m)= 0.45

0.6m

H4(m) = 0.45 H(m)0

.6m

H'(m)= 1.20

Be& leel

1.7m

H5(m)= 0.45

2.5m

H7(m) = 0.3 slice (3) slice (4) slice (5) slice (6)

Hf= 1.2B1(m) B2(m) B3(m) B4(m) B5(m) B6(m)

H6(m) =00.9m

!e

0.15 0.225 0.15 0.15 0.15 0.15 0

30.00 0.52 2.4 18.00


is%"ce #e$ee" e $%ll %"& *!%& + r (m) , 1.2H

All!$%#le+ r (m)

2.88 5.00 1.2

K%

0.333

P%(KN/m le"')17.27

-ei' !f m%ss c!"cree = 24 KN/m3

K=1/K%

2.465

P(KN/m le"')

31.94


1 12.96 0.00 0.2625 3.402 6.48 1.62 0.45 3.653 4.86 2.84 0.6 4.624 3.24 4.05 0.75 5.475 1.62 5.27 0.9 6.206 0.00 0.00 0.975 0.007 1.08 2.43 0.075 0.26

B%cfill 17.27 0.80 13.82

slice(1)

slice(2)

slice(7)B7(m)



(r%&)

Hei' !f e $%ll+H(m)

-ei' !fB%cfill+

(KN/m3)

is%"ce #e$ee" e $%ll %"& *!%& +r (m)

e !ff!"&%i!"+ Hf(m)




liceN!



;eer Armfr!m !e

(m)

l!c$ise m!me"%#! !e

(KNm/mr")

A"il!c$isem!me" %#!

!e (KNm/mr")


93/103

31.94 0.40 12.78

!%l 29.16 13.77 36.37 13.82

P%ssiee%r


94/103

H!ri:!"%l l!%&+ * = P% P = 14.67 KN/mle"'

*esl%" m!me" %#! !e+ %'%i"s sli&i"'


95/103


96/103

18.00

-ei' !f B%cfill+(KN/m3)


97/103


98/103


99/103


100/103

DESIGN OF ABUTMENT

H1(m) 0.45

H2(m) = 0.6

H3(m)= 0.3

Be& leelH4(m) = 0 H(m)

H'(m)= 0.45H5(m)= 0


Hf= 0.3B1(m) B2(m) B3(m) B4(m) B5(m) B6(m)

H6(m) = 0

!e

0.15 0.2 0.15 0.15 0 0 0

30.00 0.52 1.35 18.00


is%"ce #e$ee" e $%ll %"& *!%& + r (m) , 1.2H

All!$%#le+ r (m)

1.62 5.00 0.3

K%

0.333

P%(KN/m le"')

5.46


K=1/K%3.001

P(KN/m le"')

8.10


1 6.37 0.00 0.25 1.59

slice(1)

slice(2)

slice(7)B7(m)



(r%&)

Hei' !f e $%ll+H(m)


is%"ce #e$ee" e $%ll %"& *!%& +r (m)

e !ff!"&%i!"+ Hf(m)




liceN!



;eer Armfr!m !e

(m)

l!c$ise m!me"%#! !e

(KNm/mr")

A"il!c$isem!me" %#! !e

(KNm/mr")


101/103

2 3.19 1.22 0.425 1.873 1.06 2.84 0.575 2.244 0.00 0.00 0.65 0.005 0.00 0.00 0.65 0.006 0.00 0.00 0.65 0.007 0.53 0.81 0.075 0.10

B%cfill 5.46 0.45 2.46

8.10 0.10 0.81

!%l 10.62 4.05 6.62 2.46

H!ri:!"%l l!%&+ * = P% P = 2.64 KN/mle"'

*esl%" m!me" %#! !e+ %'%i"s sli&i"'


102/103

0.9

1.05

1.2

1.35

1.5


103/103

Retaining Wall CRP PLN PSS 01 01

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Transcript of Retaining Wall CRP PLN PSS 01 01