Diseño de Pavimentos Flexibles Recapeo.xlsx

7/25/2019 Diseo de Pavimentos Flexibles Recapeo.xlsx

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DISEO DE LA ESTRUCTURA DE PAVIMENTO FLEXIBLE

CBR = 15 %1600000 EE15117.59 psi

85%-1.036 Una_Etapa 1_Tp60.5

1!T"51.9#1185

C$&'()*+ E+*,'*,/+ /+ C"+C,"* A+2/*('

V/$, 1 0.170B+

V/$, # 0.05#S B+

V/$, A3 0.07

C$&'()*+ D,)4 /+ C"+

B+V/$, # Bueno Entre_1a5 E,,509

S B+V/$, 3 Bueno Entre_5a25 E,,509

d1=SN/a1 SN1=a1d1 d2=(SN-SN1)/a22a1 = !"1#! d1 = 1! a2 = !"!52SN = 1"$2 a1 = !"1#! 2 = Err5!$d1 = 11.30 SN1 1"# SN = 1"$2

SN1 = 1"#d2 = Err5!$

C/( ,)4

% *("$ +*"+*$+

_1&=

=_=%

=_

=_ =P=

=

( ) ( )

( )

( )10

10 18 10 10

5.19

log4.2 1.5

log 9.36 log 1 0.2 2.32 log 8.071094

0.41

R o R

PSI

W Z S SN M

SN

= + + + +

++

1 1 2 2 2 3 3 3SN a d a d m a d m= + +


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10 '

#0 '

E,,509 '


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:VALUE;

SN2=d(ase)a22 d=(SN-SN1-SN2)/ad2 = #0 a = !"!*#a2 = !"!52 = Err5!$2 = Err5!$ SN = 1"$2SN1 = 1"# SN1 = 1"#SN2 = Err5!$ SN2 = Err5!$

d = E,,509


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DIMENCIONAMIENTO DE LA ESTRUCTURA DEL

T+, .E 00 EN SU,ER+C+E () = 0.

ALTERNATIVA DE DISEO ESPESOR COEFICIENTE

CAPA SUPERIORCarpeta de 'on'reto as3a4ti'o 5 !"1#e'4a as3a4ti'a en 3rio !"!&trataiento super7'ia4 TS1 !"25 TS2 !" TS !"*Se44o as3a4ti'o !"!&

BASESBases tipo 'on'reto as3a4ti'o !"1#

Base 8ranu4ar CBR *!% !"!*6!% 20 !"!5&!% !"!6

=91!!% !"!#Base 8ranu4ar tratado 'on as3a4to !"15Base 8ranu4ar tratado 'on 'eento !"12Base 8ranu4ar tratado 'on 'a4 +N !"!6 0: !"12

SUB BASES

0rena ar'i44a arenosa CBR 1!% !"!25% 30 !"!*

;raUER+.

d1=SN/a1


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a1 = !"1#!SN = !"51d1 = 3.00


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AVIMENTO SOBRE PAVIMENTO

SN REMANENTE

1 !"&51 !1 !1 !1 !1 !

!"$ !

!"$ !!"$ !"$!"$ !!"$ !!"$ !!"$ !!"$ !!"$ !

!"$ !!"$ 1"!&!"$ !!"$ !

SN = 2"& -0.5100SN e?istente = 2"2

2"&2"2!"51

SN1=a1d1 d2=(SN-SN1)/a22 SN2=d(ase)a22

COEF.DRENA


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d1 = 5 a2 = !"!52 d2 = 0a1 = !"1#! 2 = 1"2!! a2 = !"!52SN1 !"&5 SN = !"51 2 = 1"2!!

SN1 = !"&5 SN1 = !"&5d2 = -5"*5 SN2 = !


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d=(SN-SN1-SN2)/a


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a = !"!*# = 1"125SN = !"51

SN1 = !"&5SN2 = !d = -6.3


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Cuadro 12"5@du4o Resi4ente otenido por 'orre4a'i@n 'on CBR

6 &A!*2"&1

# &A"#*& $A66&"#1$ 1!A*25"#2

1! 11A152"$&11 11A&5*"*#12 12A5"*1 1A1$2"121* 1A&2"&$15 1*A*5#"#16 15A!6#"!1# 15A66"121& 16A2*6"#11$ 16A&1&"#2! 1#A&!"!121 1#A$1"2&22 1&A*#"1#2 1$A!!6"262* 1$A51"!#25 2!A!*&"!#26 2!A55#"6#2# 21A!6!"262& 21A556"1$2$ 22A!*5"#$! 22A52$"*

CBR%Surasante

odu4o Resi4enteSurasante(R)

(psi) 0.64( ) 2555 *rM psi CBR=


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Tipo Una_Etapa a4or1 .os_Etapas a4or2Una_Etapa 1_Tp! -!"&5 2_Tp! -!"&.os_Etapas 1_Tp1 -!"52* 2_Tp1 -!"$$*

1_Tp2 -!"6#* 2_Tp2 -1"126

1_Tp -!"&*2 2_Tp -1"22#1_Tp* -!"&*2 2_Tp* -1"22#1_Tp5 -1"!6 2_Tp5 -1"*!51_Tp6 -1"!6 2_Tp6 -1"*!51_Tp# -1"!6 2_Tp# -1"*!51_Tp& -1"2&2 2_Tp& -1"6*51_Tp$ -1"2&2 2_Tp$ -1"6*5

1_Tp1! -1"2&2 2_Tp1! -1"6*51_Tp11 -1"2&2 2_Tp11 -1"6*51_Tp12 -1"6*5 2_Tp12 -1"&&1

1_Tp1 -1"6*5 2_Tp1 -1"&&11_Tp1* -1"6*5 2_Tp1* -1"&&11_Tp15 -1"6*5 2_Tp15 -1"&&1


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Etapa


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Tr7'o ,S+Tp1 1"&!Tp2 1"&!Tp 1"&!

Tp* 1"&!Tp5 1"5!Tp6 1"5!Tp# 1"5!Tp& 1"5!Tp$ 1"5!

Tp1! 1"5!Tp11 1"5!Tp12 1"2!Tp1 1"2!

Tp1* 1"2!Tp15 1"2!6


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Tipo1 1Una_Etapa a4or 2.os_Etapas a4or1Una_Etapa 1_Tp! 65% 2_Tp! 65%2.os_Etapas 1_Tp1 #!% 2_Tp1 #!%

1_Tp2 #5% 2_Tp2 #5%

1_Tp &!% 2_Tp &!%1_Tp* &!% 2_Tp* &!%1_Tp5 &5% 2_Tp5 &5%1_Tp6 &5% 2_Tp6 &5%1_Tp# &5% 2_Tp# &5%1_Tp& $!% 2_Tp& $!%1_Tp$ $!% 2_Tp$ $!%

1_Tp1! $!% 2_Tp1! $!%1_Tp11 $!% 2_Tp11 $!%1_Tp12 $5% 2_Tp12 $5%

1_Tp1 $5% 2_Tp1 $5%1_Tp1* $5% 2_Tp1* $5%1_Tp15 $5% 2_Tp15 $5%

Tp! 65%Tp1 #!%Tp2 #5%Tp &!%Tp* &!%Tp5 &5%Tp6 &5%Tp# &5%Tp& $!%Tp$ $!%Tp1! $!%Tp11 $!%Tp12 $5%Tp1 $5%Tp1* $5%Tp15 $5%

#


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C,"* A+2/*(' V/$,Carpeta 0s34ti'a en Ca4iente !"1#!Carpeta 0s34ti'a en rio !"125

i'ropa


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E?'e4ente 2 DorasBueno 1 diaediano 1 seanaa4o 1 esu a4o E4 a8ua no e'


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po en Fue e4 pa


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.ESCR+,C+N CE

!"&!"6

!"*!"

e'4a as3ati'a 'on 7suras tipo * /ode3ora'iones de4 orden de 1!


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*"5

*"**"**"6*"#*"5*"**"*"$"1*"1

*"*"1*"2615&*6

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Diseño de Pavimentos Flexibles Recapeo.xlsx