U.L.A.
U.L.A.
DPTO. DE VÍAS - LAB, MECÁNICA DE SUELOS Y PAVIMENTOSDPTO. DE VÍAS - LAB, MECÁNICA DE SUELOS Y PAVIMENTOSFFACULACULTTAD DE INGENIERAD DE INGENIER AAENSA
ENSAYO DE CORTE DIYO DE CORTE DI RECTORECTO OBRA:
OBRA: Construcción Construcción de de carreteras carreteras la la RancheríaRanchería SITU
SITUACIÓACIÓN: N: LaguniLagunillas llas estadestado o !rida!rida. . "RO#"RO#R$SR$SI%I%A:A: "
"$$RR&&OORRAACCIIÓÓNN: : CCAALLIICCAATTA A NN' ' CC(() ) NN' ' LLAABBOORRAATTOORRII
C
CAA**A A ++$ $ CCOORRTT$ $ NN, , --//--00//11) ) LLOONN# # -- ANC2O
ANC2O - - c3 c3 ALTURA ALTURA 00 AR$A
AR$A (- (- c3 c3 %OLU$N %OLU$N )00)00 #
#ss ..--11 4455 ))--..66
%
%$$LLOOCCII++AA+ + ) ) 33337733iinn &ACTOR &ACTOR +$ +$ CALIBRACIONCALIBRACION
5 53 3 118 8 ggr r 9 9) ) ) ) gg77cc33 T T ++..22 Lc
Lc Area Area CorregidaCorregida L.+ ;un<L.+ ;un< &&..CC. . == 3 3iin n cc3 3 AACC>>--??LLc c ;;cc33< < gg. . ;;gg77cc33<< 88..888 8 88..88888 8 --..88888 8 ((--..88888 8 88..88888 8 88..88888 8 88..888888 88..@ @ 88..88@ @ @@..66@ @ ((@@..11@@8 8 88..88888 8 88..88888 8 88..888888 88..@@8 8 88..88@@8 8 @@..@@8 8 ((@@..66888 8 88..88888 8 88..88888 8 88..888888 88..66@ @ 88..8866@ @ @@..@ @ ((@@..@@@@8 8 88..88888 8 88..88888 8 88..888888 ))..888 8 88..))888 8 @@..888 8 ((@@..00888 8 ((..))888 8 ))00..))((( ( 88..(( ))..@@8 8 88..))@@8 8 @@..11@@8 8 ((@@..))888 8 @@..))888 8 ((..@@) ) 88..---- ..888 8 88..888 8 @@..11888 8 ((00..11888 8 @@..11888 8 --..0000 88..66--88 ..@@8 8 88..@@8 8 @@..66@@8 8 ((00..@@888 8 --..66888 8 ((88..@@00@ @ 88..1111@@ ((..888 8 88..((888 8 @@..66888 8 ((00..888 8 --..11888 8 (())..8888) ) 88..88--((..@@8 8 88..((@@8 8 @@..--@@8 8 ((((..888 8 66..888 8 ((..11@ @ 88..--11 00..888 8 88..00888 8 @@..--888 8 ((((..--888 8 66..888 8 ((--..88))- - ))..8866 00..@@8 8 88..00@@8 8 @@..@@@@8 8 ((((..((888 8 11..--888 8 ((..886 6 ))..))6666 @@..888 8 88..@@888 8 @@..@@888 8 ((((..88888 8 11..11888 8 0088..)))) ))..))--@@..@@8 8 88..@@@@8 8 @@..00@@8 8 ((..66888 8 ..888 8 00))..00( ( ))..11(( --..888 8 88..--888 8 @@..00888 8 ((..00888 8 ..--888 8 00((..66--- - ))..((@@)) --..@@8 8 88..--@@8 8 @@..((@@8 8 ((..))888 8 ..888 8 00))..00( ( ))..((8866 66..888 8 88..66888 8 @@..((888 8 (())..118888 66..@@8 8 88..66@@8 8 @@..@@8 8 (())..@@8888 11..888 8 88..11888 8 @@..888 8 (())..8888 11..@@8 8 88..11@@8 8 @@..))@@8 8 ((88..8888 ..888 8 88..888 8 @@..))888 8 ((88..--8888
-1@888 ) c3 c3 c3( 4 0.@@ 9 g7c3 9( ( g7c3 9 = L.+ ;un< &.C. g. ;g7c3< = L.+ ;un< &.C. g. ;g7c3< = ) .001).(@)
8.888 8.888 8.888 8.888 8.888 8.888 ( (.-8 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 0.888 )1.(- 8.@)@ -.888 6.(@0 8.66( 6.-88 (0.-01 8.16 .88 0).0( ).)@ 1.688 (.--( ).)08 )(.888 @.-6 ).68( )8.)88 0-.80- ).((@ )6.188 1).)@8 .(@ )).-88 @.110 ).@0- )1.-88 10.66 .06 ).188 @1.(@@ ).6) ).@88 11.8) .- )(.88 -8.)6 ).6) ).@88 1.8) .)6 )(.188 -.)0 ).11 (.188 )81.@80 (.@1 )@.688 6).@6- .)- 0.-88 )).)@) (.( )-.688 6-.)(@ .(1 0.188 ))(.8-( (.0@1 )6.088 6.(6 .001 @.-88 ))-.6)8 (.-8 )6.888 66.@8( .0)0 @.888 ))(.6@ (.@@) 8.@ ) 8 8.@ ) ).@ .@ ( (.@ 0 D;E<
Fg7c3 Fg7c3 Fg7c3
).@ .@ ( (.@
8.)-U.L.A.
DPTO. DE VÍAS - LAB, MECÁNICA DE SUELOS Y PAVIMENTOSFACULTAD DE INGENIER AENSAYO DE CORTE DIRECTO OBRA: Construcción de carreteras la Ranchería
SITUACIÓN: Lagunillas estado !rida. "RO#R$SI%A:
"$R&ORACIÓN: CALICATA N' C() N' LABORATOR
CA*A +$ CORT$ N, -/-0/1) LON#
- ANC2O - c3 ALTURA 0
AR$A (- c3 %OLU$N )00
#s .- 45 1
%$LOCI+A+ ) 3373in &ACTOR +$ CALIBRACION
53 68 gr.
9) ) g7c3 T +.2
Lc Area Corregida L.+ ;un< &.C. = 3in c3 AC>-?Lc ;c3< g. ;g7c3< 8.88 8.888 -.888 (-.888 8.888 8.888 8.888 8.@ 8.8@ @.6@ (@.1@8 8.888 8.888 8.888 8.@8 8.8@8 @.@8 (@.688 8.888 8.888 8.888 8.6@ 8.86@ @.@ (@.@@8 8.888 8.888 8.888 ).88 8.)88 @.88 (@.088 ).188 1.8- 8.( ).@8 8.)@8 @.1@8 (@.)88 .)88 .@60 8.6( .88 8.88 @.188 (0.188 0.-88 8.6) 8.-8( .@8 8.@8 @.6@8 (0.@88 @.@88 @.86@ 8.66 (.88 8.(88 @.688 (0.88 -.@88 .-(0 8.1--(.@8 8.(@8 @.-@8 ((.88 -.88 ().0@6 8.1 0.88 8.088 @.-88 ((.-88 6.888 ().)( 8.@8 0.@8 8.0@8 @.@@8 ((.(88 6.088 ((.6(6 ).8)( @.88 8.@88 @.@88 ((.888 6.188 (@.@-8 ).861 @.@8 8.@@8 @.0@8 (.688 1.888 (-.06 ).))@ -.88 8.-88 @.088 (.088 6.088 ((.6(6 ).80) -.@8 8.-@8 @.(@8 (.)88 6.88 8.688 @.(88 ().188 6.@8 8.6@8 @.@8 ().@88 1.88 8.188 @.88 ().88 1.@8 8.1@8 @.)@8 (8.88 .88 8.88 @.)88 (8.-88
-1@888 ) c3 c3 c3( 4 0.@@ 9 g7c3 9( ( g7c3 9 = L.+ ;un< &.C. g. ;g7c3< = L.+ ;un< &.C. g. ;g7c3< = ) ).))@.(
8.888 8.888 8.888 8.888 8.888 8.888 ( (.0)-8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 .088 )8.0 8.(8 (.888 )(.-66 8.(1-(.-88 )-.0) 8.0-1 -.88 1.-- 8.18@ 6.(88 ((.1) 8.@- )).688 @(.(08 ).@(( )8.88 0-.@8 ).(01 )@.88 -.6 .88 ).-88 @6.00( ).-18 )1.888 1.8- .( )(.888 @.-6 ).601 8.(88 .@01 .6(8 )(.188 -.)0 ).16 .(88 )8).--- (.8-)0.188 -6.06( .8- .188 )8(.0@ (.)) )@.88 -.6 .)88 (.888 )80.1@6 (.)66 )-.@88 6@.0 .(88 0.@88 ))).-- (.0)-)-.88 6(.1@- .18 0.888 )8.0)- (.(66 8.@ ) 8 8.@ ) ).@ .@ ( (.@ 0 D R e s . E s f . C o r t a n t e K g / c m 2
Fg7c3 Fg7c3 Fg7c3 ).@ .@ ( (.@ ;E< > ).)@8@E / 8.80 Esfuerzo Normal Kg/cm2
U.L.A.
DPTO. DE VÍAS - LAB, MECÁNICA DE SUELOS Y PAVIMENTOSFACULTAD DE INGENIER AENSAYO DE CORTE DIRECTO OBRA: Construcción de carreteras la Ranchería
SITUACIÓN: Lagunillas estado !rida. "RO#R$SI%A:
"$R&ORACIÓN: CALICATA N' C() N' LABORATORIO:
CA*A +$ CORT$ N, -/-0/1) LON#
- ANC2O - c3 ALTURA 0
AR$A (- c3 %OLU$N )00
#s .-1 45 )
%$LOCI+A+ ) 3373in &ACTOR +$ CALIBRACION
53 18 gr.
9) ) g7c3 T +.2
Lc Area Corregida L.+ ;un< &.C. = 3in c3 AC>-?Lc ;c3< g. ;g7c3< 8.88 8.888 -.888 (-.888 8.888 8.888 8.888 8.@ 8.8@ @.6@ (@.1@8 8.888 8.888 8.888 8.@8 8.8@8 @.@8 (@.688 8.888 8.888 8.888 8.6@ 8.86@ @.@ (@.@@8 8.888 8.888 8.888 ).88 8.)88 @.88 (@.088 ).888 0.@@ 8.) ).@8 8.)@8 @.1@8 (@.)88 (.(88 )@.80@ 8.0 .88 8.88 @.188 (0.188 @.888 .6@ 8.-@@ .@8 8.@8 @.6@8 (0.@88 @.088 0.-) 8.6)0 (.88 8.(88 @.688 (0.88 -.888 6.(@0 8.188 (.@8 8.(@8 @.-@8 ((.88 -.188 ().88) 8.)0 0.88 8.088 @.-88 ((.-88 6.888 ().)( 8.@8 0.@8 8.0@8 @.@@8 ((.(88 6.688 (@.)80 ).8@0 @.88 8.@88 @.@88 ((.888 1.)88 (-.1 ).)) @.@8 8.@@8 @.0@8 (.688 6.@88 (0.)( ).80--.88 8.-88 @.088 (.088 8.888 8.888 8.888 -.@8 8.-@8 @.(@8 (.)88 8.888 8.888 8.888 6.88 8.688 @.(88 ().188 6.@8 8.6@8 @.@8 ().@88 1.88 8.188 @.88 ().88 1.@8 8.1@8 @.)@8 (8.88 .88 8.88 @.)88 (8.-88
-1@888 ) c3 c3 c3( 4 0.@@ 9 g7c3 9( ( g7c3 9 L.+ ;un< &.C. g. ;g7c3< = L.+ ;un< g. &.C. ;g7c3< = ) 8.888 8.888 8.888 8.888 8.888 8.888 ( 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 8.888 (.888 )(.-66 8.(1- 0.888 )1.(- 8.@)@ 0.)88 )1.- 8.@(( @.888 .6@ 8.-0 @.888 .6@ 8.-@@ @.688 @.1- 8.606 @.188 -.00 8.6-- -.088 .)61 8.10--.88 1.-- 8.1- -.-88 (8.81 8.118 -.@88 .-(0 8.160 -.188 ().88) 8.)0 -.188 ().88) 8.( 6.888 ().)( 8.@8 6.888 ().)( 8.@1 6.88 (.1@ 8.1-6.88 (.1@ 8.@ 6.088 ((.6(6 ).8 1.888 (-.06 ).))@ 6.188 (@.@-8 ).816 6.888 ().)( 8.1@ 1.88 (6.(10 ).)@0 8.888 8.888 8.888 6.88 (.1@ ).8( 8.@ ) ).) ).
= ).)) Fg7c3 ).))@ Fg7c3 ).)@0 Fg7c3 ) ).@ .@ ( (.@ D;E< > 8.8)6@E ).80(((((((