PAVIMENTOS FLEXXXIBLES

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UNIVERSIDAD CÉSARVALLE O

PAVIMENTOSFLEXIBLES

INGENIERÍA



AÑO DE LA PROMOCIÓN DE LA INDUSTRIARESPONSABLE Y DEL COMPROMISO

CLIMÁTICO

FACULTAD DEINGENIERÍA

ESCUELA ACADÉMICO PROFESIONAL DEINGENIERÍA CIVIL

ESTUDIANTES:

ARRIVASPLATA DE LA CRUZ JULIO

CASTREJÓN BOCANEGRA KEVIN

FLORES MENDOZA BRANDON PAREDES BONIFACIO JIMMY

DOCENTE: ING. ERIKA MOZO

ÁREA: PAVIMENTOS

TEMA: PAVIMENTOS FLEXIBLES



Nuev C!"#$%e& O'%u$(e )e* +,-



DEDICATORIA

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De)"'2) 2 0ue/%(/ 5(1e/(e/ 5( "0'u*'2(0/ /2$")u(92 3 )e/2((**2( */ v2*(e/

e0 0/%(/.

Y 2 %)/ */ e/%u)"20%e/ )e I06e0"e(92 C"v"* 4ue 6720 )e *2 I0ve/%"62'"80

C"e0%91"'2.



INDICE

DEDICATORIA ........................................................................................................................... 2

INDICE ...................................................................................................................................... 3

INTRODUCCION ........................................................................................................................ 5

OBJETIVOS................................................................................................................................ 6

PAVIMENTOSFLEXIBLES............................................................................................................ 6

1. PAVIMENTO................................................................................................................. 6

2. PAVIMENTOSFLEXIBLES................................................................................................ 6

3. FUNCION DEL PAVIMENTO

FLEXIBLE.............................................................................. 8

4. CARACTERISTICAS PRINCIPALES QUE DEBE CUMPLIR UNPAVIMENTO FLEXIBLE ............. 8

A. RESISTENCIA ESTRUCTURAL................................................................................. 8

B. DURABILIDAD..................................................................................................... 9

C. REQUERIMIENTOS DE CONSERVACIN................................................................. 9

D.

COMODIDAD....................................................................................................... 9

5. CUALIDADES DE UN PAVIMENTO............................................................................... 10

6. CARACTERISTICAS ! FUNCIONES DE LAS CAPAS DE UNPAVIMENTO FLEXIBLE ............. 10

A. SUB"BASE.................................................................................................

......... 11



B. BASE................................................................................................................. 12

C. CAPA DE RODAMIENTO..................................................................................... 12

D. CARPETA DE DESGASTE OSELLO....................................................................... 13

E. SUPERFICIE RASANTE........................................................................................ 13

#. MATERIALES BITUMINOSOS....................................................................................... 13

A.

ASFALTOS.......................................................................................................... 14

B. CLASIFICACIN DE ASFALTOS PARA PAVIMENTACIN....................................... 15

C. ALQUITRANES................................................................................................... 17

$. FALLAS EN PAVIMENTOS FLEXIBLES............................................................................. 18

A. FALLA POR INSUFICIENCIAESTRUCTURAL........................................................... 19

B. FALLA POR DEFECTOS CONSTRUCTIVOS............................................................. 20

C. FALLA POR FATIGA............................................................................................ 20



D. FALLAS COMUNES EN LOS PAVIMENTOS............................................................ 21

%. TIPOS DE DA&OS EN PAVIMENTOS FLEXIBLES............................................................ 23

A. DEFORMACIONES

..............................................................................................23

B. PERDIDA DE LAS CAPAS DE LA ESTRUCTURA.................................................... 30

C. DA&OS SUPERFICIALES..................................................................................... 35

1'. VENTAJAS ! DESVENTAJAS DEL PAVIMENTO FLEXIBLE................................................ 46

D. VENTAJAS.................................................................................................

........ 46

E.

DESVENTAJAS.................................................................................................... 46

11.CONCLUSIONES........................................................................................................... 47

12. RECOMENDACIONES...................................................................................................

48

13. REFERENCIAS BIBLIOGRAFICAS................................................................................... 49



INTRODUCCION

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)e/2((**2) %<'0"'2/ 3 #<%)/ )e '0/%(u''"80 52(2 12'"*"%2( *2/ *2$(e/

!u#20"%2("2/.

L/ P2v"#e0%/ 1*e;"$*e/ /0 u02/ )e *2/ e/%(u'%u(2/ 4ue /e )e/2((**2(0 52(2 e*

$e0e1"'" )e *2 5$*2'"80& e/%=/ e/%=0 1(#2)2/ 5( v2("2/ '252/& 5(='%"'2#e0%e

'2(5e%2/ 2/1=*%"'2/ 4ue e/%=0 '0/%(u")2/ '0 #2%e("2*e/ 5<%(e/ 3 5()u'%/

2/1=*%"'/.

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'2(2'%e(9/%"'2 "#5(%20%e )e* 26(e62) e0 '0'(e%/ 2/1=*%"'/ e/ /u (e/"/%e0'"2 2*

)e/62/%e 2 *2 %("%u(2'"80. L/ #2%e("2*e/ u/2)/ e0 */ 52v"#e0%/ )e$e0 (e/"/%"(

e* )e/62/%e )e$") 2* e1e'% )e* 52/ )e */ ve!9'u*/ '0%"0u& 2/9 '# e* e1e'%

)e %("%u(2'"80 "0%e(02 )e$") 2 4ue /e 25*"'20 '2(62/ )e #20e(2 (e5e%")2 /$(e e*

2/12*%.

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1*e;"$*e 3 (96") 4ue 0/ 5(5('"020 '2#"0/ /e6u(/ 3 '0/"/%e0%e/.



OBJETIVOS

OBJETIVO GENERAL

• Se( u02 6u92 52(2 24ue**2/ 5e(/02/ '0 1(#2'"80 5(1e/"02* e0

"06e0"e(92 3 e0 *2 e/5e'"2*"72'"80 )e P2v"#e0%/.

• C0'e( *2 e/%(u'%u(2 )e* P2v"#e0% F*e;"$*e 3 *2 1u0'"80 4ue )e$e )e'u#5*"(.

• C0'e( *2 "#5(%20'"2 )e* P2v"#e0% F*e;"$*e 3 5(4u< e/ #u3 u%"*"72) 3/u $e0e1"'".

OBJETIVO ESPECIFICOS

• I)e0%"1"'2( */ '#50e0%e/ )e* 52v"#e0% 1*e;"$*e 3 /u/ '2(2'%e(9/%"'2/.

• I)e0%"1"'2( */ #2%e("2*e/ )e */ 'u2*e/ e/%= '#5ue/% e* 52v"#e0% 1*e;"$*e.

• I)e0%"1"'2( *2/ 5("0'"52*e/ 12**2/ 4ue /e 5(e/e0%20 e0 */ 52v"#e0%/1*e;"$*e/.

• I)e0%"1"'2( *2/ ve0%22/ 3 )e/ve0%22/ 4ue 0/ 5(5('"020 */

52v"#e0%/ 1*e;"$*e/.



CAPÍTULO I:

MARCO TEÓRICO



PAVIMENTOS FLEXIBLES6

E()*+,- + I/0+/+- C, 6

PAVIMENTOS FLEXIBLES

1. PAVIMENTO

E/ *2 '252 '0u0% )e '252/ )e #2%e("2*e/ 25(5"2)/& '#5(e0)")2/

e0%(e e* 0"ve* /u5e("( )e *2 /u$(2/20%e 3 *2 /u5e(1"'"e )e ()2#"e0%.

T2#$"<0 /e e0%"e0)e 5( 52v"#e0% 2 *2 '252 /u5e("( )e* 1"(#e )e* '0u0% )e

*/ e*e#e0%/ 4ue '#50e0 e* /ue* )e *2 v92 5?$*"'2& e/ )e'"(& *2/ v92/ )e

'#u0"'2'"80 e0 6e0e(2*& %2* e/ e* '2/ )e *2/ (u%2/& e%'.

2. PAVIMENTOS FLEXIBLES

L/ 52v"#e0%/ 1*e;"$*e/ /0 24ue**2/ e/%(u'%u(2/ 4ue )e/'20/20 /$(e e*

%e((e0 )e 1u0)2'"80 3 4ue e/%= 1(#2)2 5( *2/ '252/ /u$@$2/e& $2/e

'252 )e ()2#"e0%& /e** 3 /u5e(1"'"e (2/20%e.



PAVIMENTOS FLEXIBLES7

E()*+,- + I/0+/+- C, 7

N /"e#5(e u0 52v"#e0% 1*e;"$*e /e '#50e )e %)2/ *2/ '252/ "0)"'2)2/

*2 2u/e0'"2 )e u02 v2("2/ )e e**2/ )e5e0)e )e:

• L2 '252'")2) 5(%20%e )e* %e((e0 )e1u0)2'"80

• De *2 '*2/e )e #2%e("2* 2 u/2(/e

• T"5 )e 52v"#e0%

• I0%e0/")2) )e* %(=0/"%

• C2(62 )e )"/e>



T2#$"<0 /e 5ue)e )e'"( 4ue */ 52v"#e0%/ 1*e;"$*e/ /0 24ue**/ 4ue

%"e0e0 u02 $2/e 1*e;"$*e /e#"((96")2& /$(e *2 'u2*e/ /e !2 '0/%(u") u02

'252 )e ()2#"e0% '0 #e7'*2 $"%u#"0/2 )e 2*4u"%(=0 2/12*%

Se '2(2'%e("720 e/%/ 52v"#e0%/ 5(4ue %(20/#"%e0 2 *2 /u$(2/20%e *2/

'2(62/ 4ue (e'"$e0 /* e0 *2/ 702/ 5(8;"#2/ 2 *2 25*"'2'"80 )e *2 '2(62

E* 52v"#e0% 1*e;"$*e )e$e 5(5('"02( u02 /u5e(1"'"e )e ()2#"e0% u0"1(#e&

(e/"/%e0%e 2 *2 2''"80 )e* %(=0/"%& 2 *2 )e* "0%e#5e("/# 3 %(/ 26e0%e/

5e(u)"'"2*e/& 2/9 '# *2 )e %(20/#"%"( 2 *2 /u$(2/20%e */ e/1ue(7/ 5( *2/

'2(62/ )e* %(=0/"%.

E0%(e *2/ '2(2'%e(9/%"'2/ 5("0'"52*e/ 4ue )e$e 'u#5*"( u0 52v"#e0% 1*e;"$*e /e

e0'ue0%(20 *2/ /"6u"e0%e/:

Re/"/%e0'"2 E/%(u'%u(2*De1(#2$"*")2)Du(2$"*")2)C/%

Re4ue("#"e0%/ )e '0/e(v2'"80C#)")2)

3. FUNCION DEL PAVIMENTO FLEXIBLE



• U0 52v"#e0% 1*e;"$*e %"e0e 5( 1"02*")2) 5(5('"02( u02 /u5e(1"'"e )e

()2#"e0% 4ue 5e(#"%2 e* %(=1"' /e6u( 3 '01(%2$*e )e ve!9'u*/& 2

ve*'")2)e/ 5e(2'"02*e/ )e/e2)2/ 3 $2 'u2*4u"e( '0)"'"80

'*"#=%"'2.

• E* 52v"#e0% F*e;"$*e (e/"/%e 2 *2 2''"80 )e* %(=0/"%& 2 *2 )e*

"0%e#5e("/# 3 %(/ 26e0%e/ 5e(u)"'"2*e/& 2/9 '# %(20/#"%"(

2)e'u2)2#e0%e 2 *2 /u$(2/20%e */ e/1ue(7/ 5()u'")/ 5( *2/

'2(62/ )e* %(=1"'.

4. CARACTERISTICAS PRINCIPALES QUE DEBE CUMPLIR UN PAVIMENTO



FLEXIBLE

De$e /5(%2( *2/ '2(62/ "#5ue/%2/ 5( e* %(=0/"% 4ue 5()u'e0

e/1ue(7/ 0(#2*e/ 3 '(%20%e/ e0 *2 e/%(u'%u(2. E0 */ 52v"#e0%/ 1*e;"$*e/

/e '0/")e(20 */ e/1ue(7/ '(%20%e/ '# *2 5("0'"52* '2u/2 )e 12**2

)e/)e e* 5u0% )e v"/%2 e/%(u'%u(2*. A)e#=/ )e */ e/1ue(7/ '(%20%e/

%2#$"<0 /e %"e0e0 */ 5()u'")/ 5( *2 2'e*e(2'"80& 1(e02e )e */

ve!9'u*/ 3 e/1ue(7/ )e %e0/"80 e0 */ 0"ve*e/ /u5e("(e/ )e *2 e/%(u'%u(2.

L2 )u(2$"*")2) e/%= *"62)2 2 12'%(e/ e'08#"'/ 3 /'"2*e/. L2

)u(2$"*")2) 4ue /e *e )e/ee )2( 2* '2#"0& )e5e0)e )e *2 "#5(%20'"2 )e

e/%e. 23 ve'e/ 4ue e/ #=/ 1='"* !2'e( (e'0/%(u''"0e/ 52(2 0 %e0e( 4ue

62/%2( %20% e0 e* '/% "0"'"2* )e u0 52v"#e0%.

A. RESISTENCIAESTRUCTURAL

B. DURABILIDAD



C. REQUERIMIENTOS DE CONSERVACIÓN

L/ 12'%(e/ '*"#=%"'/ "01*u3e0 )e 6(20 #20e(2 e0 *2 v")2 )e u0 52v"#e0%.

O%( 12'%( e/ *2 "0%e0/")2) )e* %(=0/"%& 32 4ue /e %"e0e 4ue 5(eve( e*

'(e'"#"e0% 1u%u(. Se )e$e )e %#2( e0 'ue0%2 e* '#5(%2#"e0% 1u%u(

)e *2/ %e((2'e(92/& )e1(#2'"0e/ 3 )e((u#$e/. L2 )e6(2)2'"80

e/%(u'%u(2* )e */ #2%e("2*e/ 5( '2(62 (e5e%")2 e/ %( 2/5e'% 4ue 0 /e

5ue)e )e2( )e *2). L2 12*%2 )e '0/e(v2'"80 /"/%e#=%"'2 !2'e 4ue *2 v")2

)e u0 52v"#e0% /e 2'(%e.

D. COMODIDAD

P2(2 6(20)e/ 2u%5"/%2/ 3 '2#"0/& */ #<%)/ )e )"/e> /e ve0

21e'%2)/ 5( *2 '#)")2) 4ue e* u/u2(" (e4u"e(e 52(2 %(20/"%2( 2 *2

ve*'")2) )e 5(3e'%. L2 /e6u(")2) e/ #u3 "#5(%20%e 2* "6u2* 4ue *2

e/%<%"'2.



5. CUALIDADES DE UN PAVIMENTO

P2(2 4ue u0 52v"#e0% 1*e;"$*e )e u0 $ue0 (e0)"#"e0% )e /e(v"'"& )e$e

%e0e( *2/ /"6u"e0%e/ 'u2*")2)e/:

Au/e0'"2 )e 26("e%2#"e0%/ 3 0)u*2'"0e/.

Re/"/%e0'"2 2 *2 "0%e#5e("e& "0'*u3e0) */ e1e'%/

)e* 26u2 /u5e(1"'"2*& '2*(& 1(9& 3 *2 ;")2'"80.

Re/"/%e0'"2 2 *2 "0%e#5e("e& "0'*u3e0) */

e1e'%/ )e* 26u2 /u5e(1"'"2*& '2*(& 1(" 3 *2 ;")2'"80.

Re/"/%e0'"2 2 *2 !u#e)2) "0%e(02& 52(%"'u*2(#e0%e

2* v25( )e 26u2.

Su5e(1"'"e 1"(#e e "#5e(#e2$*e.



Su5e(1"'"e *"/2 3 0 (e/$2*2)"72 52(2 5(5('"02(

u02 '"('u*2'"80 /e6u(2.

6. CARACTERISTICAS Y FUNCIONES DE LAS CAPAS DE UN PAVIMENTOFLEXIBLE

T)/ */ '#50e0%e/ )e* 52v"#e0% 1*e;"$*e %"e0e0 1u0'"0e/ 4ue 'u#5*"(. A '0%"0u2'"80 5)e#/ $/e(v2( e0 *2 "#26e0 *2/ 52(%e/ )e* 52v"#e0% 1*e;"$*e



A. SUBBASE

E/ *2 '252 )e #2%e("2* /e*e''"02) 4ue /e '*'2 /$(e *2 /u$(2/20%e 3

%"e0e 5( $e%"v:

• Se(v"( )e '252 )e )(e02e 2* 52v"#e0%• C0%(*2( e*"#"02( e0 * 5/"$*e& */ '2#$"/ )e

v*u#e0& e*2/%"'")2) 3 5*2/%"'")2) 5e(u)"'"2*e/ 4ue 5u)"e(20 %e0e(

e* #2%e("2* )e *2 /u$(2/20%e.• Re)u'"( e* '/% )e 52v"#e0% )"/#"0u3e0) e* e/5e/( )e *2 $2/e.• P(%e6e( 2 *2 $2/e "#5")"e0) 4ue e* 26u2 /u$2 5( '25"*2(")2).

• T(20/#"%"( 3 )"/%("$u"( *2/ '2(62/ 2 *2/ /u$(2/20%e.

E* #2%e("2* )e *2 /u$@$2/e& )e$e /e( /e*e''"02) 3 %e0e( #23( '252'")2)

)e /5(%e 4ue e* %e((e0 )e 1u0)2'"80 '#52'%2). Pue)e /e(:

A(e02 G(2v2 G(20780 E/'("2 )e 2*%/ !(0/ Re/")u )e #2%e("2* )e '20%e(2

L2 1u0'"80 5("0'"52* )e *2 /u$@$2/e e/ /e(v"( )e '252 )e )(e02e& e* #2%e("2* 2

e#5*e2(/e )e$e /e( 6(20u*2( 3 *2 '20%")2) )e #2%e("2* 1"0 *"# 3 2('"**2 4ue

52/2 5( e* %2#"7 N +,, 0 !2 )e /e( #23( 4ue e* .



B. BASE

C252 )e #2%e("2* 5<%(e& #e7'*2 )e /ue* 'e#e0%& #e7'*2 $"%u#"0/2

5"e)(2 %("%u(2)2& 4ue / e '*'2 /$(e *2 /u$@$2/e.

E/%2 '252 %"e0e 5( $e%"v 2$/($e( */ e/1ue(7/ %(20/#"%")/ 5( *2/ '2(62/

)e */ ve!9'u*/ 3 (e52(%"(*/ u0"1(#e#e0%e 2 *2 /u$@$2/e 3 2* %e((e0 )e

1u0)2'"80

E* #2%e("2* 5<%(e 4ue /e e#5*e2 e0 *2 $2/e& )e$e(= */ /"6u"e0%e/(e4u"/"%/:

• Se( (e/"/%e0%e 2 */ '2#$"/ )e !u#e)2) 3 %e#5e(2%u(2.• N 5(e/e0%2( '2#$"/ )e v*u#e0 4ue /e20 5e(u)"'"2*e/• E* )e/62/%e )e$e /e( "01e("( 2* H,• L2 1(2''"80 )e* #2%e("2* 4ue 52/2 e* %2#"7 N ,& !2 )e %e0e(

u0 L9#"%e L94u") #e0( 2* +H 3 u0 90)"'e )e 5*2/%"'")2)

#e0( 2 .• E* CBR %"e0e 4ue /e(

/u5e("( 2 H,

C. CAPA DE RODAMIENTO

E/ 24ue**2 '252 4ue /e '*'2 /$(e *2 $2/e 3 e/%= 1(#2)2 5( u02 #e7'*2

$"%u#"0/2.

Su 1u0'"80 5("0'"52* e/ 5(%e6e( *2 $2/e "#5e(#e2$"*"720) *2 /u5e(1"'"e& 52(2

ev"%2( 2/9 5/"$*e/ "01"*%(2'"0e/ )e* 26u2 )e **uv"2 4ue 5)(92 /2%u(2( 52('"2*

%%2*#e0%e *2/ '252/ "01e("(e/. A)e#=/ ev"%2 4ue /e )e/62/%e /e )e/"0%e6(e *2

$2/e 2 '2u/2 )e* %(=0/"% )e */ ve!9'u*/.

L2 '252 )e ()2#"e0% '0%("$u3e e0 '"e(% #)& 2 2u#e0%2( *2 '252'")2)

)e /5(%e )e* 52v"#e0% e/5e'"2*#e0%e /" /u e/5e/( e/ 25(e'"2$*e #=/ )e .



D. CARPETA DE DESGASTE

E/ 24ue**2 4ue /e '*'2 /$(e *2 '252 )e ()2#"e0%. E0'"#2 )e e/%2 '252 /e

'*'2& 2 ve'e/ u0 ("e6 )e 2(e02 5"e)(2 5"'2)2 #e0u)2. E/%= 1(#2)2 5( u02

25*"'2'"80 $"%u#"0/2 )e 2/12*% 2*4u"%(=0.

L2 '2(5e%2 )e )e/62/%e %"e0e 5( $e%"v /e**2( *2 /u5e(1"'"e& "#5e(#e2$"*"7=0)*2&

2 1"0 )e ev"%2( *2 "01"*%(2'"80 )e 26u2/ )e **uv"2. T2#$"<0 5(%e6e *2 '252 )e

()2#"e0% '0%(2 *2 2''"80 2$(2/"v2 )e *2/ (ue)2/ )e */ ve!9'u*/

E. SUPERFICIE RASANTE

E/ *2 /u5e(1"'"e 4ue /5(%2 e* %(=0/"% )e */ ve!9'u*/.



!. MATERIALES BITUMINOSOS

L/ #2%e("2*e/ $"%u#"0// /0 24ue**/ 4ue /0 u%"*"72)/ e0 */ 52v"#e0%/

1*e;"$*e/.

E/ $"%u#e0 e/ u0 )e */ e*e#e0%/ $=/"'/ e0 *2 #e7'*2 $"%u#"0/2 52(2

52v"#e0%/.

L/ #2%e("2*e/ $"%u#"0// %"e0e0 *2/ /"6u"e0%e/'2(2'%e(9/%"'2/:

E* $"%u#e0 %"e0e u0 '#5(%2#"e0% '# 26*#e(20%e e0 */

52v"#e0%/. T"e0e *2 '252'")2) )e *"62( e0%(e /9 =(")/ 3 #20%e0e(*/ u0")/.

D2 1*e;"$"*")2) 4ue e/ '2(2'%e(9/%"'2 )e *2/ e/%(u'%u(2/ )e *2/#e7'*2/ 2/1=*%"'2/. E0'"e((2 '0'e5%/ )e 2)!e/"80& e/%2$"*")2)&

"#5e(#e2$"*")2) 3 %(2/.

Te0"e0) e0 'ue0%2 4ue */ #2%e("2*e/ $"%u#"0// 'u#5*e0 u02 1u0'"80

e/5e'91"'2 )e0%( )e *2 e/%(u'%u(2 )e* 52v"#e0%& */ #=/ u/2)/ /0 */ 2/12*%/ 3

2*4u"%(20e/.



A. ASFALTOS

S0 #2%e("2*e/ /8*")/ 3 /e#"/8*")/ )e '*( 4ue v2(92 )e 0e6( 2 52()

/'u( 3 4ue *"'u20 6(2)u2*#e0%e 2* '2*e0%2(/e& 'u3/ '0/%"%u3e0%e/

5(e)#"020%e/ /0 $e%u0e/ 4ue /e )20 e0 *2 02%u(2*e72 e0 1(#2 /8*")2

/e#"/8*")2 /e $%"e0e )e *2 )e/%"*2'"80 )e* 5e%(8*e& '#$"02'"0e/

)e e/%/ e0%(e /9 '0 e* 5e%(8*e 5()u'%/ )e("v2)/ )e e/%2/

'#$"02'"0e/.

". A/12*% 02%u(2*

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B. CLASIFICACIÓN DE ASFALTOS PARA PAVIMENTACIÓN

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;. TIPOS DE DA<OS EN PAVIMENTOS

FLEXIBLES

A. DEFORMACIONES

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!2'"e0) 0e'e/2(" (e)u'"( *2 ve*'")2) 5( /e6u(")2).

,.3. U&+"# #+,+:&

Se 'u20%"1"'2 e* =(e2 21e'%2)2 e0 #e%(/ 'u2)(2)/ #+.

. A?%#**"+#&$-

E* 2!ue**2#"e0% e/ u02 )e5(e/"80 )e *2 702 *'2*"72)2 /$(e *2

%(23e'%("2 )e *2/ **20%2/ )e */ ve!9'u*/. C0 1(e'ue0'"2 /e e0'ue0%(2

2'#52>2) )e u02 e*ev2'"80 )e *2/ =(e2/ 2)32'e0%e/ 2 *2 702

)e5("#")2 3 )e 1"/u(2'"80.

U0 2!ue**2#"e0% /"60"1"'2%"v 5ue)e **ev2( 2 *2 12**2 e/%(u'%u(2* )e*

52v"#e0% 3 5/"$"*"%2( e* !")(5*20e 5( 2*#2'e02#"e0% )e 26u2.



.1. C"%'"'

E* 2!ue**2#"e0% 'u((e 5("0'"52*#e0%e )e$") 2 u02

)e1(#2'"80 5e(#20e0%e )e 2*6u02 )e *2/ '252/ )e* 52v"#e0%

)e *2 /u$(2/20%e& 6e0e(2)2 5( )e1(#2'"80 5*=/%"'2 )e* '0'(e%

2/1=*%"' 5( )e1(#2'"80 )e *2 /u$(2/20%e )e$") 2 *2 12%"62 )e

*2 e/%(u'%u(2 20%e *2 (e5e%"'"80 )e '2(62/.

L2 )e1(#2'"80 5*=/%"'2 )e *2 #e7'*2 2/1=*%"'2 %"e0)e 2

2u#e0%2( e0 '*"#2/ '=*")/& 3 %2#$"<0 5ue)e )2(/e 5( u02

'#52'%2'"80 "02)e'u2)2 )e *2/ '252/ )u(20%e *2 '0/%(u''"80&

5( e* u/ )e 2/12*%/ $*20)/ )e 26(e62)/ (e)0)e2)/.

A)e#=/& *2 12**2 e/%(u'%u(2* )e* 52v"#e0% 5ue)e #20"1e/%2(/e

'0 )2>/ )e e/%e %"5 )e$") 2 u02 )e1"'"e0'"2 )e )"/e>& *2 'u2*

/e #20"1"e/%2 'u20) *2 v92 e/%= /#e%")2 2 '2(62/ )e %(=0/"%

#u3 2*%2/.

.2. S#7#+"#' B"=": P(1u0)")2) #e0( 4ue

-, ##.

M#+": P(1u0)")2) e0%(e -, ##3 +H ##.

A*$": P(1u0)")2) #23( 4ue+H ##.

.3. U&+" # M#+,+:&

Se #")e e0 #e%(/ 'u2)(2)/ )e =(e2 21e'%2)2& 2/"6020)

*2 /eve(")2) )e 2'ue() '0 *2 702 )e #23( 5(1u0)")2).



.4. E7-*%,+:& P-"*#

P"e* )e '')("*& )e/5(e0)"#"e0%/.

B. PERDIDAD DE LAS CAPAS DE LA ESTRUCTURA

".D#',"',""+#&$-

E/%e )e%e("( '((e/50)e 2* )e/5(e0)"#"e0% )e 52(%e )e *2

'252 2/1=*%"'2 /u5e(1"'"2*& /"0 **e62( 2 21e'%2( *2/ '252/ 2/1=*%"'2/

/u$32'e0%e/.

".1. C"%'"'@

L"#5"e72 "0/u1"'"e0%e 5(ev"2 2 %(2%2#"e0%/ /u5e(1"'"2*e/.

E/5e/( "0/u1"'"e0%e )e *2 '252 )e ()2)u(2 2/1=*%"'2.

R"e6 )e *"62 )e1"'"e0%e.

Me7'*2 2/1=*%"'2 #u3 5e(#e2$*e.

".2. S#7#+"#'@

B"=": P(1u0)")2) #e0( 4ue -, ##.

M#+": P(1u0)")2) e0%(e -, ## 3 +H ##.

A*$": P(1u0)")2) #23( 4ue +H ##.



".3. U&+"# #+,+:&

Se (e6"/%(2 e* =(e2 21e'%2)2 52(2 '2)2 /eve(")2) e0 #e%(/'u2)(2)/.

".4.E7-*%,+:&

-"*#

P"e* )e '')("*& $2'!e.

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2u#e0% )e *2 5(1u0)")2) )e$") 2 *2 2''"80 )e* %(=0/"%. De0%( )e

e/%e %"5 )e )e%e("( /e e0'ue0%(20 */ / )e 5e/'2) 4ue

'((e/50)e0 2 $2'!e/ )e 1(#2 (e)0)e2)2 3 5(1u0)")2) v2("2$*e&

'0 $()e/ $"e0 )e1"0")/ 4ue (e/u*%20 )e u02 )e1"'"e0'"2 *'2*"72)2 e0

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C"%'"'



E/%e %"5 )e )e%e("( 5ue)e 5(e/e0%2(/e 5( *2 (e%e0'"80 )e

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5()u'e (e)u''"80 )e e/1ue(7/ e1e'%"v/ 6e0e(20)

)e1(#2'"0e/ 3 *2 12**2 )e* 52v"#e0%. E/%e )e%e("( 'u((e

/"e#5(e '# ev*u'"80 )e %(/ )2>/&



e/5e'"2*#e0%e )e 5"e* )e'')("*.

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5( ee#5*& '2(e0'"2 )e 5e0e%(2'"80 )e *2 "#5("#2'"80

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e* 52v"#e0% *2 /u$(2/20%e /0 )<$"*e/.

.2 S#7#+"#'

Se 5ue)e0 '*2/"1"'2( 5( 5(1u0)")2):

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4ue **e62 2 21e'%2( *2 $2/e 6(20u*2(.

.3 U&+" # #+,+:&

Se #")e0 e0 #e%(/ 'u2)(2)/ #+ )e =(e2 21e'%2)2&

(e6"/%(20) *2 #23( /eve(")2) e;"/%e0%e.

.4 E7-*%,+:& -"*#

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Cu20) *2 "0%e(ve0'"80 (e2*"72)2 '#5(e0)"8 e* (ee#5*27 52('"2*



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)e/e#5e>2 /2%"/12'%("2#e0%e.

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A*%2: E* 52('!e e/%= 6(2ve#e0%e )e%e("(2)& 5(e/e0%20)2>/ )e

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'u2)(2)/ #+.

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e;"/%"( u02 2'e*e(2'"80 )e* )e%e("( 6e0e(2* )e* 52v"#e0%.



C. DA<OS SUPERFICIALES

". D#'9"'$# S%#(+,+"*

C((e/50)e 2* )e%e("( )e* 52v"#e0% '2/"02) 5("0'"52*#e0%e

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)e/5*272#"e0% )e *2 $e(#2. Pe(#"%e *2 "01"*%(2'"80 )e 26u2 !2'"2 e*

"0%e("( )e *2 e/%(u'%u(2 )e* 52v"#e0%& 5(v'20) /u )e%e("(.





9.1.

C"%'"'

Ge0e(2*#e0%e /u'e)e 'u20) e;"/%e0 )"1e(e0'"2/ e0%(e */#2%e("2*e/ )e *2 $e(#2 3 e* 52v"#e0% 5( e* $#$e )e*

#2%e("2* )e $2/e e0 *2 $e(#2. T2#$"<0 5ue)e e/%2( 2/'"2)

'0 5($*e#2/ )e "0e/%2$"*")2) )e */ %2*u)e/ 2*e)2>/.

9.2.

S#7#+"#'@

B"=-: De/5*272#"e0% #e0( 4ue ##.

M#+-: De/5*272#"e0% e0%(e ## 3+H ##.

A*$-: De/5*272#"e0% #23( 4ue+H ##.

9.3. U&+"# #+,+:&

E/%e %"5 )e )2> /e 'u20%"1"'2 e0 *06"%u)21e'%2)2 #.

?. S#""+#&$- # *" B#"

E/%e )2> "0)"'2 e* "0'(e#e0% e0 *2 /e52(2'"80 )e *2 u0%2 e;"/%e0%e

e0%(e *2 '2*72)2 3 *2 $e(#2. E/%e )2> 5e(#"%e *2 "01"*%(2'"80 )e 26u2

!2'"2 e* "0%e("( )e *2 e/%(u'%u(2 )e* 52v"#e0% 5(v'20) /u )e%e("(.





?.1. C"%'"'

Ge0e(2*#e0%e e/%= (e*2'"02)2 '0 e* #v"#"e0% )e *2

$e(#2 )e$") 2 5($*e#2/ )e "0e/%2$"*")2) )e */ %2*u)e/

2*e)2>/ '0 *2 2u/e0'"2 )e *"62 e0%(e '2*72)2 3 $e(#2 'u20)

/e '0/%(u3e0 5( /e52(2).

?.2. S#7#+"#'

B22: A$e(%u(2 #e0( 4ue ##.

Me)"2: A$e(%u(2 e0%(e ## 3-, ##.

A*%2: A$e(%u(2 #23( 4ue-, ##.

?.3. U&+" # #+,+:&

E/%e %"5 )e )2> /e 'u20%"1"'2 e0 *06"%u)21e'%2)2 #.

?.4. E7-*%,+:& -"*#Pue)e 5(e/e0%2( !u0)"#"e0%/ 3 1"/u(2/

)e $()e.



1. VENTAJAS Y DESVENTAJAS DEL

PAVIMENTO FLEXIBLE A. VENTAJAS

Se %"e0e *2/ /"6u"e0%e/:

E/ 2)25%2$*e 52( 2 '0/%(u''"0e/ e/%2$*e/.

B2 '/%& 5ue)e *6(2(/e #20 )e $(2 *'2*& 2/9 '#

#2%e("2*e/ e4u"5/ )e *2 702.

F='"* '0/%(u''"80 3 (e52(2'"80 )e )e%e("(/.

B2 '/% "0"'"2*& e;'e5% e0 */ %"5/ /u5e("(e/.

Re/"/%e0%e 2 *2 1(#2'"80 )e '252/ )e !"e*.

G(20 v2("e)2) )e %"5/.

N %"e0e u0"0e/

T"e0e '0)"'"0e/ 4ue 5e(#"%e /u (e!2$"*"%2'"80 3 (e'0/%(u''"80

Pue)e /#e%e(/e "0#e)"2%2#e0%e 2* %(=1"'.

B. DESVENTAJAS

Se 5ue)e '0/")e(2(:

U0 #2* )(e02e 5e(#"%e 2* 26u2 )"/#"0u"( *2 '252'")2) 5(%20%e )e

*2/ '252/ 3 5( * %20% *2 )e/%(u''"80 )e* 52v"#e0%. L2 '0/%(u''"80 )e$e !2'e(/e e0 <5'2/ 4ue 0 **ueve 52( 2 0

#2*6(2( *2 '#52'%2'"80 )e /u/ '252/.

E0 2e(5ue(%/ 52(2 6(20)e/ 2v"0e/ /u u/ 0 e/ #u3(e'#e0)2$*e 5( /e(

21e'%2) 5( 6(20)e / %e#5e(2%u(2 )e *2/ %u($"02/ 3 5( *2 5(e/e0'"2

)e 2'e"%e/ 3 '#$u/%"$*e/ 4ue '2e0 2* 52v"#e0%.



11. CONCLUSIONES

Se '0'*u3e 4ue */ 52v"#e0%/

1*e;"$*e/ )e$") 2/u/ '2(2'%e(9/%"'2/ 3

'#50e0%e/ e/%e *6(2 1(e'e( (u6/")2) *6(20) "0'(e#e0%2( *2

/e6u(")2) e0 *2/ '2((e%e(2/ 2* 2u#e0%2( *2 '252'")2) )e 1(e02) )e */

ve!9'u*/.

E/ 0e'e/2(" !2'e( 0%2( 4ue u0 2/5e'% #u3 "#5(%20%e e/ e* 12'%(

e'08#"'& 4ue e/ "0)"/5e0/2$*e %e0e(* e0 'ue0%2 e0 *2 e*e''"80 )e*

5()u'% 2/1=*%"' 4ue /e u%"*"'e e0 )e%e(#"02) 5('e/ )e 52v"#e0%2'"80.

L2/ e#u*/"0e/ 3 */ 2/12*%/ /0 )e

6(20 "#5(%20'"2 e0 e* #u0) )e *2 '0/%(u''"80 )e '2((e%e(2/& *2

'ue/%"80 )e $%e0e( $ue0/ (e/u*%2)/ e0 /u u/& /e $2/2 e0 e* '((e'%

25e6 2 *2/ 0(#2/ 4ue ("6e0 /u 12$("'2'"80& %(20/5(%e& #e7'*2) 3

25*"'2'"80 )e *2/ #"/#2/.

E/ "#5(%20%e 4ue *2/ 2u%(")2)e/ *'2*e/ /e '#5(#e%20 2'252'"%2( 2 */

%(2$22)(e/ 3 2 *2 '#u0")2) )e *2/ #e)")2/ )e 'u")2) )e u0

52v"#e0%& )e 4ue e/ * 4ue * 5e(u)"'2 26u2 3 '0 4u< 1"0e/ !2 /")

)"/e>2)& e/ )e'"( 52(2 4u< %"5 )e %(=1"' /e !2 )"/e>2).



12. RECOMENDACIONES

E0 %) P(3e'% )e P2v"#e0%2'"80 F*e;"$*e 20%e/ )e 5('e)e( 2 *2

ee'u'"80 /e )e$e )e (e2*"72( u0 e/%u)" )e Sue*/.

A* ##e0% )e 5(3e'%2( 3 ee'u%2( e* )"/e> )e 52v"#e0%/

1*e;"$*e/ /e )e$e0 )e '0/")e(2( *2/ )e1(#2'"0e/ 5*=/%"'2/

5e(#20e0%e/

E0 %) P(3e'% )e 52v"#e0%2'"80 F*e;"$*e )e$e $2/2(/e e0

N(#2/ E/%=0)2( 52(2 *6(2( u0 N"ve* )e C2*")2)

P2(2 *2 $%e0'"80 )e */ 26(e62) 3 #2%e("2*e/ 2/1=*%"'/& e/%/

)e$e0 )e !2$e( 52/2) 5( u0 '0%(* )e '2*")2) 3 /e( 5(ve")/ 5( u02

E#5(e/2 'e(%"1"'2)2.

P2(2 *2 Ee'u'"80 )e *2 P2v"#e0%2'"80 e/ 5(e1e("$*e )e %e0e( 2

5e(/02* )e #20 )e $(2 '2*"1"'2)2 3 'e(%"1"'2)2.

P2(2 *2 Ee'u'"80 )e *2 P2v"#e0%2'"80 /e (e'#"e0)2 4ue !232 u02

/u5e(v"/"80 52(2 )"/#"0u"( */ 0"ve*e/ )e e(((.

A0%e/ )e *2 Ee'u'"80 )e *2 52v"#e0%2'"80 /e )e$e0 )e

(ev"/2( 3 )2( #20%e0"#"e0%/ 2 */ e4u"5/ 4ue /e u%"*"72(=0 52(2 4ue

%(2$2e0 )e #20e(2 '0%"0u2& 85%"#2 3 e0 1(#2 u0"1(#e. Se )e$e '0%(*2( e* 5('e0%2e )e v2'9/ e0 *2/ #e7'*2/

2/1=*%"'2/ 3 )e e/2

#20e(2 2/e6u(2( *2 (e/"/%e0'"2 20%e *2 1(#2'"80 )e *2/ ()e(2/.

L2/ #e7'*2/ 2/1=*%"'2/ /e )e$e0 !2'e( '0 26(e62)/ 206u*2(e/

$%e0")/ 5("0'"52*#e0%e )e %("%u(2'"80& 52(2 !2'e( 4ue *2 #e7'*2 2/1=*%"'2

/e2 #=/ e/%2$*e 4ue *2/ !e'!2/ '0 #2%e("2*e/ )e '20% ()2).



13. REFERENCIAS BIBLIOGRAFICAS

Documents

PAVIMENTOS FLEXXXIBLES