METODO DEL AID
“AÑO DE LA DE LA DIVERSIFICACIÓN PRODUCTIVA Y DEL FORTALECIMIENTO DE LA EDUCACIÓN”
FACULTAD DE INGENIERÍA ESCUELA ACADÉMICO PROFESIONAL DE INGENIERÍA CIVIL ASIGNATURA
PAVIMENTOS TÍTULO
“ESTUDIO DE TRÁFICO T RÁFICO Y CÁLCULO EZAL EZ AL” DOCENTE:
ING. LUIGUI DANNY POMA GUEVARA AUTORES:
GONZALES CASTILLO LILIBET YANIRA LEYVA LEYVA RODRÍGUEZ ANGELA CECILIA HERNÁNDEZ HERNÁNDEZ MILUSCA MILUSCA MATTA ROMUALDO JEFFERSON ROSALES SEVILLANO JESÚS NAV NAVARRO CAMPOS KIARA LPEZ VERA FRANCISCO
CHIMBOTE – PERÚ 2015
!
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
INDICE
INTRODUCCION"""""""""""""""""""""""""""""" """""""."..""."".# OBJETIVOS""""""""""""""""""""""""""""""""" """"""".""".."""$ !. ANTECEDENTES"""""""""" ANTECEDENTES""""""""""""""""""" """"""""""""""""""" """""""""" "."""".."".."".""% &. ESTUD ESTUDIO IO DE SUELOS""""""""""""""""""""""""""""""""" """..."."' &.!.MATERIALES"""""""""""""""""""""""""""" """""""".."".....( &.&.CANTERAS""""""""""""""""""""""""""""" """"""".""..........) *. ANALISIS ESTRUCTURAL ESTRUCTURAL DEL PAVIMENTO PAVIMENTO """""""""""""""""""""""....".".) *.!.DISE+O DEL PAVIMENTO """"""""""""""""""""""""""""""".".!, *.&.COEFICIENTES ESTRUCTURALES""""""""""""""""""""""""".. """..!* *.*.ESPESOR *.*. ESPESOR MINIMO DE COBERTURA COBERTURA SOBRE CAD ATIPO ATIPO DE MATERIAL MATERIAL """".".."..!# *.#.ESPESORES RECOMENDADOS PARA CAPA SUPERFICIAL""""""""""""."".."!$ *.$.CURVAS DE DISE+O ESTRUCTURAL""""""""""""""""""""""........ "".!$ *.%.METODO DE DISE+O ESTRUCTURAL .........................................................................!% *.%.!. DISE+O DEL PAVIMENTO PAVIMENTO CON CAPA CAPA SUPERFICIAL DE ESPESOR MINIMO .".."!% &
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID *.%.&. DISE+O DEL PAVIMENTO PAVIMENTO CON CAPA CAPA SUPERFICIAL DE CONCRETO""""...."..!( *.'.LIMITACIONES DE DISE+O""""""""""""""""""""""""""""""" "..!) *.(.CONDICIONES DE DRENAJE"""""""""""""""""""""""""""..".". "..&, #. EJEMP EJEMPLLO !"""""""""""""""""""""""""""""""""""" """"...".."...&* $. EJEMP EJEMPLLO &"""""""""""""""""""""""""""""""""""" """".""."...&$ %. EJEMP EJEMPLLO *"""""""""""""""""""""""""""""""""""" """""."."...&' '. CONCL CONCLUSIONES USIONES Y RECOMENDACIONES"""""""""""""""""""""""""" "". *#
INTRODUCCIÓN *
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
E- / 012-3 4-5617 2 891: 9 ;6-6;1 /9 4706139-;49 <= 34- / 7>3686 AID 0919 / 842?6 8 09@47-362 <= 34- - ;=-39 =120;34@6 016;8474-36 4706139-;49 - / 23=846 8 2=/62 2 7-;46-91: 92474276 /62 0=-362 7:2 1/@9-32 2=2 014-;409/2 ;6;4-32 987:2 2 3-81: - ;=-39 /62 202612 1;67-89862 0919 ;989 3406 9 29 ;909 8 793149/ 6 2=01;4. F4-9/7-3 ;6- 120;34@62 70/62 <= -62 0174341:- / 761 -3-8474-36 8/ 7>3686 8 842?6.
#
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
OBJETIVO E/ 012-3 016;36 34- /9 -9/4898 8 891 9 ;6-6;1 /9 4706139-;49 8/ MÉTODO AID 9 <= 01743- / 70/6 8 793149/2 8-316 8 /7432 7:2 970/462 Y 9;;24/2 3974>- 87623191 /62 -;462 <= -62 14-89 9/ 70/91/6
METODO AID 1. ANTECEDENTES
L62 8451-32 34062 0919 842?91 09@47-362 <= 016;8- 8 USA ;676 AASHTO 4-2343=36 8/ 9259/36 63162 2 9- 829116//986 - /9 6-9 370/989 8/ 0/9-39. P61 6316 /986 8 ;6-2481912 <= 3689 26/=;48 4--419 34- -;291497-3 <= ;6-370/91 / =26 7:2 19;46-9/ 8 /62 1;=1262 423-32 - U29 061 70/6 0919 2934259;1 /92 -;248982 8/ ;67=234/ /=14;9-3 8 1-912 / 031/6 2=;4-3 8/ <= 2 634-- ;676 1248=6 9/18861 8 *$ 74//6-2 8 36-/9892 8 9259/36 9-=9/2 9 /92 <= 8 8912 98;=989 =34/49;4-. N93=19/7-3 239 ;41;=-239-;49 -6 2 0168=; - 63192 /9343=82. $
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID P919 4-@23491 / ;670613974-36 8 /62 09@47-362 - =-9 6-9 31604;9/ 01606-1 /9 =34/49;4- 8 /62 793149/2 84206-4/2 - =-9 56179 98;=989 2=19 24- //91 9/ 70/6 8 1=292 ;9092 8 9259/36 842?62 ;6-21@98612 /9 “AGENCIA INTERNACIONAL PARA LE DESARROLLO “ 8 USA AID 701-84 =- 23=846 9 -4@/ 7=-849/ <= ;6-8=6 9 A249 .:514;9 2=8 97>14;9 .828 !)%$ 9239 !)'$ - 312 5922 . L9 31;19 592 2 19/4 - B1924/ 86-8 09134;406 / P1 - 312 63162 092 9714;9-62 .2362 23=8462 4;416- 0624/ / “P16;8474-36 8 D42?6 8 P9@47-362 F/4/2 - /62 T104;62” ;=9 0=/4;9;4- 01/474-91 2 19/4 - / S74-9146 L934-69714;9-6 - L479 - -16 8 !)'$. E/ 016;8474-36 ;6-34- /62 24=4-32 ;6-;0362 L62 -2962 239-89149862 <= 2 =29- - @9/=9;46-2 8 •
•
4--419 8 2=/62 37019862 -6 24701 26- 98;=9862 0919 @9/=91 2=/62 0168=;36 8 1624- 31604;9/. A @;2 2 -;29146 7684;91 /92 01=92 0919 63-1 4-56179;4- 901604989. E20261 7-476 8 ;989 ;613=19 261 / 3406 8 793149/
•
4-80-84-37-3 8/ 31:;6 201986. L92 ;919;31234;92 ;919Q842314=;4- 8 ;989 ;909 8 793149/
•
80-8- 987:2 8 2=2 016048982 524;92 8 2= =4;9;4- 8-316 8 /9 231=;3=19 8/ 09@47-36. L92 ;9092 925:/34;92 651;- 862 -;462 231=;3=19/2 / 242379
•
8/ 09@47-36 014716 016061;46-9- 2= 016049 12423-;49 ;919;31234;92 ;919Q842314=;4- 2=-86 7619- >2392 - /92 ;9092 2=9;-32. E/ -84; 231=;3=19/ 8 =- 09@47-36 2 83174-9 061 /9 2=7936149 8 /62 0168=;362 8 /62 ;6;4-32 231=;3=19/2 8 ;989 ;909 061 2= 120;34@6 20261 - ;7.
E23 7>3686 2 / <= 7:2 2 989039 9 /92 ;6-84;46-2 47019-32 -=2316 092 06244/439 /9 ;6-23939;4- - / ;9706 8 /9 ;9/4898 8 /9 619 4-;/=24@ 9/ ;=/74-91 ;989 3909 8 /9 ;6-231=;;4- 7849-3 /9 784;4- 8 846-2 ;6- /9 @49 B-/7:- 6 <=406 2474/91. 2. ESTUDIO DE LOS SUELOS
E/ ;670613974-36 8/ 2=/6 2 83174-9 061 ;41392 ;919;31234;92 524;92 //979892 016048982 8 4--419 24 2 /92 ;6-6; 120;36 9 =09134;=/91 3406 8 ;6-231=;;4- - 83174-989 /=91 2 0=8 9/ 7-62 014-;4046 5;3=91 /92 01=92 0134--32 0919 @9/=91 /92 016048982
%
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID ;=9-343934@97-3 0=8 9291 2= 842?6 - 2=2 ;6-;/=246-2 23 016;8474-36 2 /9 92 8 3686 842?6 63>;-4;6 4- 0/9-3986. E- ;=9/<=41 23=846 8 4--419 / 634@6 014-;409/ 2 /9 48-34;9;4- 8 /92 /6;9/48982 - /92 <= /62 016;262 8 56179;4- 8 2=/62 9- 2486 279-32. L92 ;6-2;=-;492 8 /9 1624- 31604;9/ 9- 2486 8 791;989 24-4;9;4- /9 56179;4- 8 2=/62 8 /9 6-9 061 /6 39-36 -4-- 242379 8 ;/924;9;4- 6 8 48-34;9;4- - /9 14- 0=8 3-1 >436 24 -6 23: 92986 - =-9 901;49;4- 8 /62 016;262 8 1624- 31604;9/. L62 C/4792 ;:/4862 7862 59@61;- /9 1624- <=74;9 061 /9 012-;49 8 @39;4- 2=9@2 82/4974-362. D 239 79-19 /92 146-2 31604;9/2 2=31604;9/2 8 96 1/4@ ;6- 9=-89-32 //=@492 9/392 370193=192 26- /92 7:2 2=2;034/2 9 /92 9/319;46-2 <=74;92. P1/2 0165=-892 ;6- 4-31=246-2 1692 79116-2 97914//92 26- 79-45239;46-2 8 =-9 1624- <=74;9 2@19. L9 1624- 31604;9/ 0=8 8912 9- 24//=@492 9=-89-32 24 /9 ;909 51:34;9 2 =4;9 19- 0913 8/ 34706 01479 9 /9 2=01;4. L9 1624- 31604;9/ 2 ;919;3149 061 /9 8231=;;4- 8 /62 74-19/2 8 /9 91;4//9 014-;409/7-3 /62 24/4;9362 8 9/=74-46 481626 <=89-86 8 179-3 4862 8 9/=74-46 6 116. E/ 1986 8 1624- 2 748 061 /9 016061;4- 8 2/4; <= <=89 - / 2=/6. L62 016;8474-362 8 -296 -59349862 <= 2 =29- - @9/=9;46-2 8 4--419 8 2=/62 31604;9/2. A @;2 2 -;29146 7684;91 /92 01=92 239-8918 0919 63-1 =-9 @9/=9;4- 901604989. P61 70/6 /9 014-;49 ;6- 2=/62 31604;9/2 9 876231986 <= /9 79-40=/9;4- / 2;986 9/ 61-6 ;9749- 2=2 016048982 ./62 ;97462 /92 016048982 8 4--419 <= 6;=11- ;6- / ;9/-3974-36 01@46 9 /62 -2962 26- -19/7-3 411@124/2 95;39- /9 198=9;4- /62 /7432 8 A3311 /9 1/9;4- =7898 8-24898. E2 4706139-3 <= 39/2 2=/62 29- 48-34;9862 - /62 -2962 01/474-912 0919 @4391 062314617-3 876192. T939424 !))' 1;674-89 9/ =26 8 =- “-84; 91986” 8 /9 82481939;4- .23 -84; 2 8- ;676 / @9/61 8 <=4@9/-;49 8 91-9 8 /9 7=2319 2;989 9/ 61-6. =- -84; 7961 <= & 4-84;9 <= / 2=/6 0=8 21 2=2;034/ 9 ;9746 - /92 016048982 8 4--419 9/ 01 2;912 9/ 61-6 - 39/ ;926 /62 -2962 8- 19/4912 24- 2;986 01@46 - / 61-6. '
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID L62 2=/62 8 99 0/9234;4898 2 @9/9- ;6- /62 -2962 <= 2 4-84;9- /9 39/9.
L62 2=/62 8 7849-9 6 9/39 0/9234;4898 - /9 6-9 31604;9/ 0=8- 21 2=2;034/2 9 ;97462 - 2=2 016048982 7;:-4;92 9/ 012-3912 9/ /961936146 4-8=;4-86 26123479;4-. 2.1. MATERIALES P919 919-3491 /9 ;9/4898 8 793149/2 0919 74-47491 6 /474-91
842;109-;492 -31 016;342392 ;6-231=;3612 2 =29- /92 20;4;9;46-2 <= ;6-2343=- =-9 =9 0919 9762 - / 829116//6 8 /62 319962 4-84;9862 - /62 86;=7-362 3>;-4;62 8 ;6-231=;;4- 8 /9 619. A/=-62 7>36862 ;676 / 4-2343=36 8 9259/36 ;6-2481920;4;9;46-2 7= 14892 <= 9 7-=86 26- 7= 845;4/2 8 ;6-2=41 793149/2 489/2 - 2392 016048982 7;:-4;92. L62 23=8462 8 AID 01743- / 70/6 8 793149/2 8-316 8 /7432 7:2 970/462 ;=92 20;4;9;46-2 2 4-84;9- - /9 39/9.
2.2. CANTERAS L92 ;9-3192 8- 8/4743912 ;6- 01;424- 8 21 0624/ 7849-3 =-
;6-@-4-3 239;986. D-316 8 /62 /7432 8 0/639;4- 2 8 63-1 =- -716 2=;4-32 8 323462 <= 92=1- <= / 793149/ <= 2 63-9 ;=70/9 ;6- /62 012=0=2362 8 842?62 (
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID 20;4;9;46-2. E/ CBR 8 842?6 12=/391: 8 =- 9-:/4242 2398234;6 8 /62 @9/612 8 /62 -2962 8/ /961936146.2 1;674-89 / @9/61 <= 2 98603 3-9 =- 1986 8 ;6- 94/4898 8/ ), /6 <= 24-4;9 <= / ), 8 /62 CBR 63-4862 - /92 01=92 4-84@48=9/2 8- 21 79612 8/ @9/61 98603986 061 / 842?6. P919 5;362 2398234;6 / -716 7-476 8 323462 8 -296 2 %016 9 7-=86 2 1<=41 7:2 80-84-86 8 /92 @9149;46-2 <= 3-9 / 793149/ / 3979?6 8 L9 0/639;4- - /9 2=01;42 0165=-84898 .S4 / 7=2316 2 -;=-319- @9/612 7= 962 2 8 ;6-248191 /9 9/31-934@9 8 18=;41 ;6-@-4-37-3 /743 8 /9 0/639;4- 9 29 18=;4-86 2= 017316 6 48-34;9-86 6/26-2 <= 1012-3- 39/2 @9/612 962 0919 ;/=41/6 8 239 79-19 76191: /9 ;9/4;9;4- 8 /9 ;9-319. 3. ANLISIS ESTRUCTURAL E/ 842?6 231=;3=19/ 9 8451-;49 8 63162 7>36862 <= 26/6 239/;-
;611/9;46-2 -31 /62 202612 01@42362 /9 ;67684898 8 79-6 8=19-3 / 014686 8 842?6 ;6-316/9 /62 83146162 8/ 09@47-36 39/2 ;676 9143974-362 9;9-9/98=192. E/ 842?6 231=;3=19/ 239/; 1/9;46-2 -31 /9 84- 163 1012-3934@6 ;6- / ;670613974-36 /62 ;6706--32 231=;3=19/2 8/ 09@47-36. E236 24-4;9 <= 7849-3 =-9 ;=9;4- <= 017439 ;9/;=/91 /9 84- 9 091341 8 /62 ;6;4-32 231=;3=19/2 8 ;989 ;909 8/ 09@47-36 2 0681: 842?91 0919 26061391 / 31:;6 8=19-3 / 014686 8 842?6. L62 59;3612 9 ;6-248191 8/ 842?6 26- T1:;6 4-4;49/ / 201986 - / 014686 8/ 842?6. R2423-;49 63192 016048982 8 /9 2=1929-3 01091989. R2423-;49 63192 ;919;31234;92 4-=-32 8 /62 793149/2 • • •
• • •
84206-4/2 0919 /92 ;9092 8 /92 231=;3=192 8/ 09@47-36. C6-84;46-2 8/ ;/479 8/ 7846 974-3 F9;3612 0;=/4912 8/ ;974-6 - / 23=846. T>;-4;9 <=406 9 70/91 - /9 ;6-231=;;4- ;6-316/ 8 ;9/4898 201986 L9 ;4-;49 8/ 842?6 80-81: 5=-897-39/7-3 8 /9 ;909;4898 8/ 016;34239 0919 @9/=91 ;611;397-3 8 /62 59;3612 4-84;9862.
3.1. DISEÑO DEL PAVIMENTO E/ 7>3686 2 829116//9 9 091341 8/ 23=846 8/ ;670613974-36 8/
09@47-36 96 ;6-84;46-2 8 21@4;462 19/2 4-;484-86 - /9 )
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID 83174-9;4- 8 /92 1/9;46-2 -31 /9 12423-;49 8 =- 09@47-36 @12=2 /9 84- 8/ 74276. E/ 196-974-36 ;6701-8 862 -56<=2 ;670/7-391462 -31 2 •
R/9;4- -31 /92 ;919;31234;92 8 84- 8/ 09@47-36
•
@12=2 = ;670613974-36 @9/=986 2=34@97-3 /9 163=192 8 2=01;4. A-:/4242 8 /9 1/9;4- -31 /92 ;919;31234;92 8 84- @12=2 /62 ;6706--32 231=;3=19/2 8/ 09@47-36.
E/ 23=846 8 /92 846-2 016061;46-9 987:2 /9 @9/=9;4- 8 /9 =-456174898 231=;3=19/ 8 ;989 31976 8/ 09@47-36 78489 061 2= ;6;4-3 8 @9149;4-
S4 862 09@47-362 34-- =-9 74279 84- 0167846 / <= 3-9 7-61 ;6;4-3 8 @9149;4- 3-81: 7961 ;670613974-36 9 <= /9 ;9/4898 8 =- 09@47-36 23: 2=0843989 9 /92 2;;46-2 7:2 8>4/2 4-;17-391 / 20261 8 =- 09@47-36 0919 891 ;9@4898 9 @9149;46-2 ;24@92 -6 2 =- ;143146 7= 2934259;36146 =-9 26/=;4- 7:2 98;=989 2 76191 /9 3>;-4;92 8 @9/=9;4- 8/ 793149/ 8 /62 7>36862 8 ;6-231=;;4- 8/ ;6-316/ 8 ;9/4898. G-19/7-3 2 ;611/9;46-9 / ;670613974-36 8/ 09@47-36 ;6/9 84- /:234;9 6 8 163 1012-3934@9 <= 016061;46-9 =@9/61 <= 314;97-3 2 ;8486 - 26/6 & 8 /9 /6-43=8 8/ 31976 - 23=846. L9 84- 1012-3934@9 2 83174-9 061 /9 517=/9
RD ! "D#$%& ' 2S( ) * D6-8
D0167 W 84- 0167846 !,
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
F; W 59;361 8 ;611;;4- 9 /92 ;6-84;46-2 8/ ;/479 9 /9 370. D 151-;49 &!X S W D2@49;4- 239-8918 L9 1/9;4- -31 /9 84- 1012-3934@9 / ;670613974-36 8 09@47-36 2 @ - /9 =19. S 621@9 <= / ;143146 8 848/ AID 2 2474/91 9/ 8/ 4-2343=36 8/ 9259/36 9 0291 8 <= 2 829116//916- - 8451-32 ;6-84;46-2 8/ ;/479. E- /62 ;9262 8/ 4-2343=36 8/ 9259/36 / ;143146 2 239/;4 - :192 8 ;/479 370/986 /92 01=92 8 84- 2 19/4916- - / 014686 8 824/6 01479@19/ ;=9-86 /92 ;9092 8 2=1929-3 S=92 92 2 -;=-319- ;6- 2=2 12423-;492 7:2 992 ;6- =-9 ;611206-84-3 84- 8/ 09@47-36 7:2 9/36.
!!
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
L62 -2962 8 84- 4-;/=- - /9 83174-9;4- 8/ 39/=8 8 /9 80124- 061 84- 2474/91 /9 ;=1@93=19 8 84<= -6 23:- 1/9;46-9862 ;6- /9 12423-;49 3639/ 8/ 09@47-36 016 34- 1/9;4- 841;39 ;6- / 829116//6 8 163=19 061 59349 - /92 ;9092 925:/34;92 .S 9 -63986 <= /9 856179;4- 061 319;;4- ;=1@93=19 80-8 79617-3 8/ 20261 8 /9 ;909 8 9259/36 2 2-;49/7-3 4-80-84-3 8/ 20261 8 /9 ;909 8 92 -6 3193989 8 /92 016048982 8 /92 ;9092 231=;3=19/2 2=9;-32.
!&
ESCUELA DE INGENIERIA CIVIL F+,-$: 1/9;4- -31 84- ;670613974-36
METODO DEL AID
F+,-$: 1/9;4- -31 856179;4- 8 842?6 31:-2436 0919 / 19-6 019;34;6 8 ;6;4-32 8 3.2. COEFICIENTES ESTRUCTURALES
L9 1/9;4- -31 84- 12423-;49 2 :24;9 0919 >/ 842?6 231=;3=19/ 8 09@47-362 925:/34;62 .P919 239/;1 239 1/9;4- 2 1<=41 7841 / 20261 8 ;9092 231=;3=19/2 4-84@48=9/2 /9 @9/=9;4- 8 /9 12423-;49 8 ;989 ;6706--3. L9 784;4- ;8 /9 12423-;49 2 634- 7849-3 / CBR 23 091:7316 016061;46-9 =- -84; 8 /9 ;909;4898 8 /9 ;909 0919 319-25141 /9 ;919 8 1=89 9 /9 ;909 4-7849397-3 4-51461 9 =- -4@/ 8 25=16 7-61. L9 842314=;4- /9319/ 8 ;919 @134;9/ C919;31234;9 ;919 842314=;4- 8 ;989 ;909 8 2=/6 80-8 8 /9 79-43=8 8/ 25=16 90/4;986 8 /9 12423-;49 9/ ;613 8/ 793149/. E239 ;919;31234;9 ;919 842314=;4- 80-8 8 /9 12423-;49 -93=19/ 8/ 793149/ 8 2= 0624;4- 8-316 8 /9 231=;3=19 8/ 09@47-36. P61 70/6 =-9 ;909 ;6- CBR (, 2 =29 !*
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID 4-84234-397-3 ;676 92 6 ;676 2=92 6@497-3 /62 -4@/2 8 25=16 -6 21:- /62 742762 -4 /92 ;919;31234;92 ;919Q 842314=;4- 21:- 4=9/2 061 //6 /62 ;6;4-32 231=;3=19/2 2 9- ;9/;=/986 0919 19;;46-91 /92 ;919;31234;92 ;919Q 842314=;48 ;989 ;6706--3 ;6- 120;36 9 2= CBR 9 2= 0624;4- - /9 231=;3=19 8/ 09@47-36. L62 ;6;4-32 231=;3=19/2 26- 90/4;9/2 0919 @91492 0165=-848982 96 /9 2=01;4 8/ 09@47-36 <= -6 -;291497-3 ;64-;48- ;6- /92 ;9092 8/ 74276. E/ -84; 231=;3=19/ 2 ;9/;=/9 9239 /9 0165=-84898 8 ), ;7 <= 2 9239 86-8 //9- /62 25=162 7-2=19/2 84862 9 /92 ;9192 8 1=89. E/ -84; 231=;3=19/ 23: 1/9;46-986 ;6- /9 84- 7849-3 /92 ;=9;46-2
E/ -84; 231=;3=19/ 2 =- -716 24- 847-24- 4=9/ 9/ @9/61 -=7>14;6 8 /9 1;016;9 8 /9 84- /:234;9 8 163 78489 77 6 0=/989 18=;489 7849-3 / 59;361 8 ;6-@124- ,.,*). E23: 01604898 01743 - ;=9/<=41 >06;9 8=19-3 /9 @489 34/ 8/ 09@47-36 @14;91 /9 2=;4-;49 8 /62 2=0=2362 8 842?6 4-;/=-86 /62 ;6;4-32 231=;3=19/2 59;4/439-86 761974-362 7:2 84-:74;62 8/ 016;8474-36. 3.3. ESPESOR MÍNIMO DE COBERTURA SOBRE CADA TIPO DE MATERIAL L62 ;6;4-32 7:4762 7-4762 - /62 84@1262 ;6706--32 8/
09@47-36 - /9 24=4-3 39/9 2 1012-39- 862 014-;40462 5=-897-39/2 8 /9 842314=;4- 8 0124- 96 =- 09@47-36 925:/34;6. E2362 014-;40462 9- 2486 12=74862 061 H6=2/ I36 - /9 56179 24=4-3 Q E423 =- :-=/6 7:476 8-486 8 842314=;4- /9319/ <= /47439 / ;6-6 8 ;6701-24- 5=19 8/ ;=9/ -6 423 0124@134;9/ 7-2=19/ 8 /9 ;919 90/4;989. E- ;9192 4-;17-39892 <= ;8- /9 12423-;49 9/ ;613 8/ 2=/6 2 829116//9 ;6-;-319;4- 8 0124- @134;9/ - /9 ;6/=7-9 ;-319/ !#
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID 8 ;6-6 8 ;6701-24- 061 /9 4-;909;4898 8 /9 7929 8/ 2=/6 0919 26061391 7:2 25=162 ;6139-32 <= 9;39- 261 / 0/9-6 0147>314;6. E/ 014716 1012-39 / ;6;4-3 231=;3=19/ 7:476 74-3192 <= / 2=-86 / ;6;4-3 231=;3=19/ 7-476. S=2 @9/612 2 83174-916- 061 39-362 ;670=39149862 - /62 319762 <= 1012-39- /62 @9/612 31762 8 /9 2;9/9 CBR. S 83174- <= 99- ;909- <= 3-9- 0612 ;=9/48982 8 842314=;4- 8 ;919 016 -6 ;9=29- =-9 84- /:234;9 ;24@9 / 242379 061 6316 /986 99- ;9092 <= 987:2 8 2= 8;4-3 ;909;4898 8 842314=;4- 8 ;919 6144-9- 846-2 -6 36/19/2. E- 92 9 23 9-:/4242 2 239/;4 =- 20261 7-476 8 ;613=19 0919 @91462 @9/612 CBR. 3./. ESPESORES RECOMENDADOS PARA CAPA SUPERFICIAL
L62 202612 8 ;909 2=01;49/ 8 ;6-;136 925:/34;6 <= 2 89- /9 24=4-3 39/9 - 5=-;4- 8/ CBR 8 /9 ;909 8 92 / 31:-2436 @4;=/91 8 842?6 26- /62 7-4762 1;67-89/2 0919 -6 ;81 /9 856179;4- ;134;9 - /9 5=-;4- 8/ TG 8 9;=186 9/ ;143146 2=1486 8 /9 <= 2 7=2319 - /9 =19 <= 36/19 ;4136 1986 8 163=192 - /9 2=01;4 8=19-3 / 01686 8 842?6. T9/2 202612 2 9- 83174-986 - 92 9 /92 1/9;46-2 8/4-9892. 3.0. CURVAS DE DISEÑO ESTRUCTURAL
L62 /7-362 :24;62 0919 / 842?6 231=;3=19/ 26- /92 ;=1@92 <= 2 7=2319- - /9 =19. I/=2319- /9 1/9;4- -31 / 31:-2436 @4;=/91 8 842?6 / -84; 231=;3=19. S 829116//9- 9 091341 8
L92 1/9;46-2 -31 84- 31:-2436 @4;=/91 8=19-3 / 23=846 8 ;670613974-36 8/ 09@47-36 0919 @91462 ;6;4-32 8 @9149;4-.
E/ 1161 2 39-36 /92 /47439;46-2 8 /9 @49 B-/79- ;676 814@986 8/ ;6;4-3 231=;3=19/. C676 / 1161 9314=4/ 9 /62 ;6;4-32 231=;3=19/2 95;39 9 /92 ;=1@92 8 842?6 /62
!$
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID 89362 8 84- 2 9=23916- 9/ 3192/98912 8 /9 84- 9/ -84; 231=;3=19/ 0919 3-1 - ;=-39 2362 11612. L62 @9/612 9=239862 89- =-9 1/9;4- 7:2 ;6-21@98619 0919 016024362 8 842?6.
3.. MTODO DE DISEÑO ESTRUCTURAL
L92 ;=9;46-2 8 842?6 231=;3=19/ 26-
3..1. DISEÑO DEL PAVIMENTO CON CAPA SUPERFICIAL DE ESPESOR MÍNIMO
L9 ;909 2=01;49/ 8 20261 7-476 2 =- 3193974-36 2=01;49/ 86/. P=8 -;24391 7:2 8 =- 39-36 842?91 =09@47-36 061 23> 7>3686. L62 0926 9 2=41 !.Q D3174-91 / 01686 8 842?6 <= 0=8 21 15617=/986 8=19-3 / 016;8474-36 24 12=/39 ;6-@-4-3 ;6-231=;;4- 061 39092. &.Q A2=741 / ;6;4-3 8 @9149;4- 8 ;6-231=;;4- 8 9;=186 9 /9 @9/=9;4- 8/ 016;34239. *.Q E234791 / EAL 3639/ - / ;9114/ 8 842?6. E23 ;:/;=/6 2 91: 0151-37-3 2- 3686 /6 2?9/986 - / -=719/ (.&.'. ; 6 - 9=2-;49 8 4-56179;4- 2 234791: / @6/=7- - /9 <= 2 7=2319 - /9 39/9. #.Q C9/;=/91 /9 12423-;49 8 /9 2=1929-3 9 091341 8 /62 -2962 8 /961936146 -=719862 - / -=719/ &.,, 01291/9 ;676 !%
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID CBR 8 842?6 ;=6 @9/61 23: 1/9;46-986 ;6- / 31:;6 201986 2 83174-9 - /9 39/9. $.Q D3174-91 /92 016048982 7;:-4;92 8 /62 793149/2 <= 2 @9- 9 =34/491 - /92 ;9092 231=;3=19/2 2- /6 20;4;986 - /92 39/92. L62 CBR 8 842?6 2 239/;1:- 2- / -=719/ *.&.,. %.Q D3174-91 / 3406 8 20261 8 /9 2=01;4 8 16898=19 5=-;4- CBR 8 /9 92 / 31:-2436 @4;=/91 8 842?6. E/ 3193974-36 2=01;49/ -6 ;6-314= 9 /9 12423-;49 8/ 09@47-36 -6 2 3679 - ;=-39 2= 20261. '.Q P1 847-246-91 / 20261 ;674-986 8 /92 ;9092 231=;3=19/2 /412 92 2=92 - /9 24=4-3 =19 2 7=2319 <= 2 4=9/ 9/ 20261 7-476 8 ;613=19 261 /9 2=1929-3. E- /9 74279 =19 83174-91 / 20261 8 /9 92 5=-;4- 8/ CBR 8/ 793149/ 8 2=92. E/ 20261 8 2=92 2 / 1239-3 8 ;=4139. E/ 20261 8 /9 2=1929-3 2 / 1239-3 2 /9 8451-;49 -31 / 20261 8 /9 2;;4- 8 842?6 239-8918 ), ;7 ;=9;4- & / 20261 8 ;=4139. (.Q O3-1 8 /9 24=4-3 =19 / -84; 231=;3=19/ 1<=1486 5=-;4- 8/ EAL 3639/ 8 842?6. ).Q V14;91 /9 2=;4-;49 8 23 01471 39-36 8 842?6 ;9/;=/9-86 / -84; 231=;3=19/ 3639/ SI 016@4236 ;6- /9 ;=9;4! ;67091:-86/6 ;6- / -84; 231=;3=19/ SI 1<=1486 <= 2 63=@6 - / 0926 (X S4 / -84; 231=;3=19/ 016@4236 12=/39 7:2 96 <= / 1<=1486 9 242 9/31-934@92 :24;92 <= 2 0=8- ;6-248191 0919 9/;9-91 / @9/61 82986 9 I-;17-391 / 20261 8 2=Q92. E236 24-4;9 =4-;17-36 8/ 20261 8 ;613=19 261 /9 2=1929-3 016 -6 95;39 /92 ;9092 8 2=01;4 8 92.
!'
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID I-;17-391 / 20261 8 /9 92 18=;41 / 8 2=Q92 - 4=9/ 79-43=8. E236 79-34- / 7-476 20261 8 ;=13=19 261 /9 2=1929-3. ; U291 =-9 ;91039 8# ;6-;136 9259/34;6 - @ 8 3193974-36 2=01;49/ 18=;41 / 8 /9 92 6 2=Q92 =-9 74279 79-43=8. E23 842?6 3974>- ;6-21@9 20261 7-476 8 ;613=19. 8 2394/491 /9 ;909 8 92 0919 4-;1*7-391 2= ;6;4-3 231=;3=19/. E236 79-34- 36862 /62 202612 8/ 01471 39-36. P919 @9/612 8 EAL 8 842?62 7= /@9862 76191 /9 2=1929-3 7849-3 3193974-36 6 ;6- 793149/ 8 01>23976 - 20261 091;49/ 6 3639/ ;676 29 1<=1486 061 / ;:/;=/6. 5 C=9/<=41 ;674-9;4- 8 /92 9-314612
Q ATMREILSVsdhFr
!(
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID 3..2. DISEÑO DE PAVIMENTO CON CAPA SUPERFICIAL DE CONCRETO ASFALTICO E/ 842?6 8 09@47-36 ;6- ;909 2=01;49/ 8 ;6-;136
9259/34;6 2 7:2 ;670/6 061<= /92 ;9092 8 ;6-;136 9259/34;6 987:2 8 016061;46-91 2= 016049 12423-;49 ;919;31234;92 ;919Q 842314=;4- 7619- 2392 016048982 - /92 ;9092 8 2=/62 /412 2=9;-3. E- ;6-2;=-;49 / ;6706--3 8 12423-;49 8 /92 ;9092 4-514612 -6 34- <= 21 39- 9/36 ;676 24 23=@42 89-86 260613 9 =-9 2=01;4 8 3193974-36 2=01;49/. E/ -;46 ;919Q 842314=;4- 2 34-8 9 $, ;7 96 /9 2=01;4 - / ;926 8 ;910392 8 ;6-;136 9259/34;6 2 34-8 9 3689 /9 0165=-84898 8 /9 2;;4- 8 842?6 239-8918 8 ), ;7 - /62 ;9262 8 ;91039 8 ;6-;136 9259/34;6 8 !$&, &$ ;7. L62 09262 8/ 842?6 - / ;926 8 /9 ;91039 8 ;6-;136 9259/34;6 8 $ !, ;7 26- !X 9/ % Í87 <= / 3193974-36 2=01;49/. 'X 4=9/ <= / 3193974-36 2=01;49/ 016 8 84274-=412 / 20261 8 /9 92 - =- @9/61 4=9/ 9/ 20261 8 ;91039 8 ;6-;136 9259/34;6 1<=1486 2- / 0926 %X L9 92 2=Q92 -6 8- 842?912 ;6- 7-62 8 !, ;7 8 20261 9 <= -6 2 01:;34;6 ;6-231=41 =-9 ;909 7:2 8/989. P61 ;6-24=4-3 0=8 21 -;29146 1847-246-91 2392 ;9092 ;6- / - 8 ;6-248191 23 016/79. (X Í87 <= - 3193974-36 2=01;49/. )X ;9/;=/91 ;6- /9 ;=9;4-! / -84; 231=;3=19/ 8 /92 ;9092 8 2=/6 /41 9239 ), ;7 8 0165=-8489892 2=Q92 2=1929-3 ;6- / @9/61 12=/39-3 2- ;611206-89 2 63-81: / -84; 231=;3=19/ 3639/ 016@4236 8 /9 2;;4- 8 09@47-36. 3.. LIMITACIONES DE DISEÑO S 9 876231986 <= / ;670613974-36 8/ 09@47-36 -6 23:
1=/986 -4;97-3 061 / 3639/ 8 ;9192 8 24-6 3974>- 061 / -716 8 ;9192 90/4;9892 8=19-3 =- 014686 8 34706 8986. S 1;674-89 @91492 4-3-248982 8 ;919 8 239-8918 <= !)
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID 9091;- - /9 "4,. 52(. S4 - / 842?6 2 1<=41 8 4-3-248982 7:4792 7:2 9/392 81: ;6-2481912 /9 06244/4898 8 9?9841 ;9114/2 984;46-9/2 0919 / 31:-2436 @4;=/91. 3.6. CONDICIONES DE DRENAJE
E2 7= 4706139-3 ;6-248191 /9 /474-9;4- 6 /9 4-31;0;4- 8/ 9=9 9-32 8 2= 4-126 8-316 8 /9 2;;4- 8/ 09@47-36 2 9842?986 2423792 0919 /474-91 / 9=9 4-/31989 8 /9 2;;4- 8 09@47-36. S =29- 9-92 / -4@/ 51:34;6. P61 /6 -19/ / 9=9 <= 2 /319 - / 09@47-36 2 2=2347989 2 9 ;67016986 <= - =- 9/36 061;-39 8 9=9 8 //=@49 0=8 0-3191 - /92 ;9092 8 2=/6 2=9;-3 9 319@>2 8 /9 2=01;4 09@47-3989 . %Q'* 7=2319 12=/3986 304;6 8/ 23=846 F42=192 8/ 09@47-36 <= 0919 63162 5;362 26- 9;039/2 0=80174341 / 4-126 8/ 9=9 8-316 8 /9 231=;3=19 8/ 09@47-36 18=;4-86 2= 12423-;49 061 /9 56179;4- 8 01246-2 8 9=9 /41 06162 8 9=9 96 ;9192 8 31:;6 <= 84274-= /9 514;;44-31-9 /9 12423-;49 9/ ;613. &,
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID P=8 21 7:2 ;6-74;6 90/4;91 =- 2//6 8=19-3 /62 /34762 9?62 8/ 014686 8 842?6 <= 016;39 / 242379 8 2=81-9 0919 / 9=9 4-/31989 - /62 061;-392 <= 12=/39- 4,..3(. E- 39/ ;926 / 842?6 8 242379 8 2=81-9 06819 2391 92986 01=92 8 01794/4898 8 7;/92 925:/34;92 239-8918. L92 39292 8 4-/319;4- 92 239/;4892 0919 19-6 8 01;40439;4- 901604989 2149- 196-9/2. T9/ 4-56179;4- 0=8 63-12 061 -2962 8 /961936146 26-862 8 09@47-362 423-32. L9 3929 8 01;40439;4- 0167846 7:2 862 82@49;46-2 239-8918 016061;46-919- =- @9/61 8 842?6 98;=986. L9 ;909 8 2=81-9 2 842?919 ;6- /9 / 8 D91;.
7! 8+A D%9;: 7! 4-/319;4- 8 842?6 8! 01794/4898 I! 1984-3 481:=/4;6 A! 20261 8 /9 92
L9 ;909;4898 8 81-9 8 /9 ;909 KA 8 21 4=9/ 9 /9 4-/319;48 842?6 [ 84@48489 -31 /9 1984-3 481:=/4;9 8 /9 ;909 8 81-9 4. E2392 151-;492 0=8- =2912 0919 83174-91 ;674-9;46-2 8 202612 01794/4898 <= 2=74-4231- /9 ;909;4898 8 81-9 1<=1489. E/ 242379 4-;/= /9 ;909 8 81-9 /3162 ;=-392 3=192. L9 ;909 8 81-9 ;6-2423 - =-9 92 8 198=9;4- 94139 4-7849397-3 896 8 /9 2=01;4 925:/34;9 ;6- 919862 8=162 8=19/2 24 2 -;29146 2394/49862 ;6- /49-3 9259/34;6 &.# L92 922 8 198=9;4- 94139 8- 21 01634892 ;6-319 ;6-3974-9;4- 6 9392;974-36 0168=;486 061 / 793149/ 2=9;-3 061 /6 <= 2=/ 21 -;29146 016;391 ;9092 8 198=9;44-317849 0919 01@-41 /9 243=9;4-. L9 4-311/9;4- -31 ;9092 ;6-34=92 2
&!
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
E- /92 <= D 2 /9 913=19 8 3974 0919 <= 0929 / 061;-39 4-84;986 - / 2=-84;. E/ 20261 7-476 829/ 8 /9 ;9092 8 81-9 4-3178492 9-34;6-3974-9-32 2 8 ( ;7 24- 7916 0=8=2912 #\ $ ;7 24 2 <= /62 7>36862 =34/49862 92=19- <= -6 2 @9 9 0168=;41 ;6-3974-9;4- 061 7;/9 8=19-3 /9 ;6-231=;;4-.
&&
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID S 0=8 =34/491 ;9092 9-34;6-3974-9-32 8 91-9 9Q * ;676 319-24;4- -31 2=1929-32 9Q% 9Q' /92 ;9092 8 2=92 92 19-=/912 A !. P61 2= CBR ] !' 9/ !,, ;6709;39;4- PM 9<=//92 91-9 -92 -6 016061;46-9/ 90613 231=;3=19/ 9239 /62 $, ;7 8 0165=-84898 86-8 -6179/7-3 2 -;=-319- 92 2=92. S4- 7916 - /62 ;9262 8 9/362 @6/7-2 8 31:;6 @4;=/91 0=8- 21 =-9 9/31-934@9 0919 4-;17-391 / -84; 231=;3=19/ 8/ 09@47-36 24 2 =34/49 0919 76191 /9 2=1929-3 061 896 8 /62 $, ;7 8 0165=-84898 170/99-86 / 2=/6 -93=19/ / 20261 1<=1486. T974>- 0=8- 70/912 0919 @6/7-2 76819862 8 31:-2436 ;676 =-9 9/31-934@9 0919 ;=70/41 ;6- /62 1<=424362 8 20261 7-476 8 ;613=19.
EJEMPLO 1 D+<;=$ ;> #?+&;9@% ; -9 *>>; $-$> &;9%$ *- <-$<9@; @+;9; /. /. /./ *%&% CBR ; +<;=% 9% <; @+;9; -9 ;<@-+% ; @$4*% ?;H+*->$ <; H ;?>-% *9@;$< %9; <; *-;9@ *%9 &@;$+> *%9 30 6 ; CBR. E> #;$%% ; +<;=% ;< 2 =%<. SOLUCIÓN: 1K P1686 8 842?6 &, 9?62 2K C6;4-3 8 @9149;4- *$ 1;67-89/ ;6- =- 98;=986 ;6-316/ 8 ;9/4898. 3K P61 -6 ;6-391 ;6- 9-:/4242 8 31:-2436 @4;=/91 2 1<=41 8/ 24=4-3
1:;6 86-8 1;674-89 =- @9/61 8 EAL 8
&*
5
10
W!,,,,. (6.-72)
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
/K E/ @9/61 01;-34/ 8/ CBR 8 842?6 8 /9 2=1929-3 2 #.' <= 1206-8 9 =- EAL !,,,,, 0K L62 793149/2 84206-4/2 34-- =- CBR 8 842?6 (, 0919 92 *$ 0919 2=92. K P919 =- 31:;6 8 842?6 8 !,,,,, EAL CBR 8 /9 92 (, /9 2=01;4 8 16898=19 1;67-8989 2 =- 3193974-36 TS. Tabla (6.59)
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
K L62 202612 7-4762 8 ;613=19 26- 2- /9 =19
Q Q Q
S61 /9 2=1929-3 S61 /9 2=92 S61 /9 92.
(6-69).
CBR W #.' *) ;7 CBR W *$ !$;7 CBR W (, , ;7
L62 202612 8/ 01471 39-36 26- Q Q Q Q
S=01;4 TS B92 !$Q, S=92 *)Q!$ S=1929-3 ),Q*)
, ;7 !$ ;7 ;7 $! ;7 ), ;7
&$
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
6K P919 =- 31:;6 8 842?6 8 !,,.,,, EAL = =- ;6;4-3 8 @9149;4- 8 *$ 2 634- =- -84; 231=;3=19/ SI 1<=1486 8 *$.
K P919 /9 83174-9;4- 8/ -84; 231=;3=19/ 8 /92 ;9092 8/ 2=/6 /41 2 9; 7849-3 /62 ;6;4-32 8 /9 39/9 (6-58). P$%)-9+ ; .20 *&
B92
CBRW (, !$ !.!,& W !%.$*
S=92
CBR ^&$!, _ ,.,,, W
,.,,
P$%)-9+ ; 2050*&
S=92 179--3 S=1929-3
CBRW *$ !# ,.&), W #.,% CBR ^&$!! _ ,.,,, W
,.,,
P$%)-9+ ; 05 *&
S=1929-3 179--3 CBRW #.' #, ,.,&)W !.!% QQQQQQQQQQQ &!.'$
&%
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
E/ -84; 231=;3=19/ 016@4236 &!.'$ 2 7-61 9/ 1<=1486 *$.E2 -;29146 1847-246-91 /62 202612 8 ;613=19 7-479 63-489 - / 0926 'X
&'
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID 2 84; 4-;17-391 / 20261 8 92 ;7 79-3-4-86 / 8 /9 2=92 - ;7. E/ -84; 231=;3=19/ 7684;986 2 P$%)-9+ 520 *&
B92
CBR W (, !.!,& W
&%.##(
CBR W *$ _ ,.&), W
%.)%,
P$%)-9+ 2050 *&
S=92 P$%)-9+ 05 *&
S=1929-3
CBR W#.' #, _ ,.,&) W !.!%, QQQQQQQQQQQQQQ *#.$%(
E/ -=@6 -84; 231=;3=19/ 016@4236 *#.$%( 2 01:;34;97-3 4=9/ 9/ 1<=1486 *$. / 842?6 8 /9 231=;3=19 2 7=2319 "4,. 50(
EJEMPLO 2
&(
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID C%9<+;$9% >%< ;9<%< ; <-$<9@; ;> ;;>% 9@;$+%$ ;);*@-9% ;> 9>+<< ; @$4*% ?;H+*->$ <; @+;9; -9 EAL ; +<;=% 1/6 +<;=$ ;> #?+&;9@% #$ -9 #;$+%% ; +<;=% ; 2 =%<. L%< ;9<%< ; >%$@%$+% +9+*9 ;&< -; <; 9;*;<+@ -9 *# 9@+*%9@&+99@; ;9@$; > <-$<9@; > <-<; #$ *->+$ *%9 >< *%9+*+%9;< ; $;9;.
SOLUCION 1K 014686 8 842?6 &,9?62 2K ;6;4-3 8 @9149;46- *$ 3K / 9-9/4242 8 319;6 89 =- EAL 8 842?6 !#(,,,, !$,,,,, /K / @9/61 01;-34/ 8/ CBR 8 /9 2=1929-3 2 #.*<= ;611206-8 9/ EAL ` !,,,,,, - / 70/6 8/ -=719/ *.&., 8/ ;9043=/6 III 0K /62 793149/2 84206-4/2 @9/=9862 34- =- CBR 8 842?6 ), 0919 92*, 0919 2=92 !' 0919 ;909 9-34;6-3974-9-3. K 0919 =- 319;6 8 842?6 8 !$,,,,, EAL CBR 8 ;909 8 92 ), /9 2=01;4 8 16898=19 1;67-8989 - /9 @> .0 2 ;91039 8 ;6-;1369259/34;6 8 $ ;7 8 20261 K L62 202612 7-4762 8 ;613=19 26-
Q Q Q Q
S61 /9 2=1929-3 S61 ;909 9-34;6-3974-9-3 S61 /9 2=92 S61 /9 92.
CBR W #.* #, ;7 CBR W !' &* ;7 CBR W *, !( ;7 CBR W ), $ ;7
E20261 8/ 01471 39-36 8 842?6 Q Q Q Q Q
S=01;4 8 ;6-;136 925:/34;6 $ ;7 B92 !(Q$ W !* ;7 2 92=7 !$ ;7 S=92 &*Q&, W * ;7 2 92=7 !, ;7 A-34;6-3974-9-3. #,Q*, W !, ;7 2 92=7 !$ ;7 S=1929-3 ),Q#$ #$ ;7 ), ;7
6K P919 =- 31:;6 8 842?6 8 !a$,,. ,,, EAL =- ;6;4-3 8 @9149;48 *$ . %Q', ;676 2 621@9 - /9 =19 2 634- =- SI 1<=1486 8 $%. K Í-84; 231=;3=19/ 8 9;=186 ;6- /9 F4=19 %Q'% 2 34-
&)
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
P165=-84898 ,Q &$ ;7 S=01;4 8 CA B92 CBR W ), S=92 CBRW $, P165=-84898 &$Q$, ;7
$ !$ !.&* $ ,.,,,
S=92 179--3 CBR W $ ,.&,$ A-34;6-3974-9-3 CBR W !$ ,.,,, S=1929-3 CBR W $ ,.,,,
W !(.#( W ,.,, W !.,* W ,.,, W ,.,,
QQQQQQQQQ !).$! S4 ;674-986 8 ;9092 8 2=/6 /41 !).$! C.A. $ ;7
P165=-84898 $,Q), ;7 Q S=1929-3
CBR W #.* #, ,., #!.)%
#!.,, W ,.)% QQQQQQQQQQQ
E/ SI 016@4236 #!.)% 2 7-61 9/ 1<=42436 $%. P61 39-362 S 84@48 4-;17-391 /62 202612 8 92 8 2=92 9 &, ;7 2 @14;9 / 1847-246-974-36 P$%)-9+ 520 *&
Q Q
S=01;4 8 C.A $ BASE CBR W ), &, !.&*&
W .%#
P$%)-9+ 2050 *&
Q Q
S=92 A-34;6-3974-9-3
CBR W *, &, ,.,&$ CBR W &$ $ ,.,,,
S4 9 ;674-986 8 ;9092 8 2=/6 /41 &(.%# C.A. $ ;7 *,
W #.!, W ,,,
$&.,,
ESCUELA DE INGENIERIA CIVIL
QQQQQQQ &(.'#
METODO DEL AID P165=-84898 $,Q), ;7 o o
A-34;6-3974-9-3 S=1929-3.
CBR W !' !, ,.#,% W #.,% CBR W #.* *, ,., W ,.'&
QQQQQQQQQQQ $%.'( E/ SI 016@4236 $%.'( SI 1<=1486 $% / 842?6 21: ;676 2 7=2319 .% Q''.
EJEMPLO 3 C%9 >< &+<&< ;?>-*+%9;< ; <-$<9@; ; &@;$+>;< ;> ;;>% 9@;$+%$ +<;=$ ;> #?+&;9@% +@-&+9%<% #$ -9 ?%>-&;9 ; @$4*% ; 160 2. SOLUCIÓN: 1K 2K I87 70/6 & 3K E/ 9-:/4242 8 31:;6 89 =- EAL 8 842?6 W !'a,($&,,
!'a,,,.,,, /K I87 70/6 &.
*!
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
0K D486 9/ ;6-24819/ EAL 8 842?6 12=/39 ;6-@-4-3
60347491 /9 8/47439;4- 8 /92 ;9-3192 8 2=92 92 0919 63-1 CBR 8 842?6 8 #, 9 !,, 120;34@97-3 8 21 -;29146 - / ;926 8/ 793149/ 8 92 7;/9-86 ;6- 19@9 !, 9 &, - 026 0919 4-;17-391 2= 12423-;49. K D9 1;67-89;46-2 8 202612 8 ;9092 8 ;6-;136 925:/34;6
26/6 9239 =- EAL 7:476 8 $a,,,,,, S 06819 4-5141 9 091341 8/ 9-:/4242 8 /9 39/9 <= / 20261 8 !, ;7 8 C.A. <= 2 986039 0=8 21 2=;4-3 9239 9016479897-3 (a,,,,,, 8 EAL <=4@9/-3 9 /9 74398 8 /6 1<=1486. E236 24-4;9 <= 9-32 8 ;=70/41 /62 !, 9?62 8/ 01686 8 842?6 21: -;29146 =- 23=846 8 84- 0919 83174-91 /9 TG
θ
1012-3934@9 ;6709191/9
;6- / ;143146 2=1486 - /9 F4=19 21 / ;926 016;391 =-9 261;909. K A 091341 8 /62 12=/39862 8/ 70/6 9-31461 / 01471 39-36 8
202612 -
6K E/ EAL 3974>- ;8 /62 9/;9-;2 8 /9 ;=1@9 8 842?6
231=;3=19/ /6 <= 9; -;29146 18=;41 / 01686 8 842?6 9 !, 9?62. E- /9 39/9 2 7=2319 <= 2 90/4; =- 59;361 8 ;1;474-36 0919 !, 9?62 9/ & 8 3929 9-=9/ 2 !,.)$.
*&
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
K Í-84; 231=;3=19/
P165=-84898 ,Q&$ ;7 S=01;4 8 C.A !, Q B92 CBR W !,, !$ !.*)$ W &,.)! P165=-84898 &$Q$, ;7 Q S=92 CBR W #, &$ ,.$'% W !#.#, QQQQQQQQQ *$.*! SI ;674-986 8 ;9092 8 2=/6 /41 *$.*! C.A !, ;7 %#.,, P165=-84898 $,Q), ;7 Q A-34;6-3974-9-3 CBR W !' !, ,.#,% W #.,% Q S=1929-3 CBR W #.* *, ,., W ,.'& %(.'( SI 016@4236 %(.'( 2 7-62 <= SI 1<=1486 (, 24 2 170/99- /62 *, ;7 8 2=1929-3 -93=19/ 061 793149/ 9-34;6-3974-9-3 2 3-81: S4 ;674-986 8 2=/62 /412 C.A. !, ;7 %#.,, P165=-84898 $,Q), ;7 A-34;6-3974-9-3 CBR W !'$ #, ,.#,% W !%. (,. SI 016@4236 (,. S4 1<=1486 (, /=6 / 842?6 8 /9 231=;3=19 8/ 09@47-36 ;676 2 7=2319 FIG. %Q'(
**
ESCUELA DE INGENIERIA CIVIL
METODO DEL AID
CONCLUSIONES •
E/ 7>3686 8/ IDA 2 =- 7846 8 59;4/4898 0919 =- 842?6 8
•
09@47-362 EL AID 01743- / 70/6 8 793149/2 98;=9862 0919 / 9259/36
•
E/ AID ;6-24819 <= 8-316 8 /9 @489 34/ 8/ 09@47-36 / 842?6 1<=41 7-61 20261 8 ;6-;136.
•
S 621@9 <= / ;143146 8 84- 8/ AID 2 2474/91 9/ 8/ 4-2343=36 8/ 9259/36 9 0291 8 <= 2 829116//916- - 8451-32 ;6-84;46-2 8/ ;/479.
*#
ESCUELA DE INGENIERIA CIVIL