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Hoja de cálculo para Corte Directo
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Hoja de cálculo para Corte Directo
Descripción: útil para calcular el corte directo de una muestra de Suelo...
Author:
Luis Loria Varela
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371KB Size
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FACULT ACULTAD DE INGENIER A DPTO. DE VÍAS - LAB, MECÁNICA DE SUELOS Y PAVIMENTOS
U.L.A.
ENSAYO ENSAYO DE CORTE DI RECTO
OBRA:
Construcción de carreteras la Ranchería
SITUACIÓ SITUACIÓN: N:
Lagunillas Lagunillas estado estado !rida. !rida.
"$R&ORACIÓN:
"RO#R$S "RO#R$SI% I%A: A:
CALICATA N'
CA*A +$ CORT$ N, ANC2O AR$A (#s .-1 %$LOCI+A+ ) 53 18
C()
-/-0/1) c3 c3
LON# ALTURA %OLU$N 45
3373in gr
&ACTOR +$ CALIBRACION
9) T 3in 8.88 8.@ 8.@8 8.6@ ).88 ).@8 .88 .@8 (.88 (.@8 0.88 0.@8 @.88 @.@8 -.88 -.@8 6.88 6.@8 1.88 1.@8 .88
+.2 c3 c3 8.888 8.8@ 8.8@8 8.86@ 8.)88 8.)@8 8.88 8.@8 8.(88 8.(@8 8.088 8.0@8 8.@88 8.@@8 8.-88 8.-@8 8.688 8.6@8 8.188 8.1@8 8.88
N' LABORATORI
Lc -.888 @.6@ @.@8 @.@ @.88 @.1@8 @.188 @.6@8 @.688 @.-@8 @.-88 @.@@8 @.@88 @.0@8 @.088 @.(@8 @.(88 @.@8 @.88 @.)@8 @.)88
Area Corregida AC>-?Lc ;c3< (-.888 (@.1@8 (@.688 (@.@@8 (@.088 (@.)88 (0.188 (0.@88 (0.88 ((.88 ((.-88 ((.(88 ((.888 (.688 (.088 (.)88 ().188 ().@88 ().88 (8.88 (8.-88
L.+ ;un< 8.888 8.888 8.888 8.888 (.)88 @.)88 @.188 -.688 -.188 6.88 6.88 1.-88 1.188 .88 .-88 .88
) &.C. g. 8.888 8.888 8.888 8.888 )0.)(( (.@) -.00 (8.@0@ ().88) (.1@ (-.8)(.86 08.)) 0).0( 0(.6-0).0(
0 )00 )-.6
g7c3 = ;g7c3< 8.888 8.888 8.888 8.888 8. ( 8. - - 8. 6 - 8 8. 1 1 @ 8. 8 8. - 1 ). 8 6 ). ) 6 6 ). ) ). 1 ( ). ( @ ) ). ( 8 6
-1@888 )
c3 c3 c3( 4 0.@@ 9 L.+ ;un< 8.888 8.888 8.888 8.888 0.888 6.-88 1.688 )8.)88 )).-88 ).188 )(.88 )(.188 )@.688 )-.688 )6.088 )6.888
&.C. g. 8.888 8.888 8.888 8.888 )1.((0.-01 (.--( 0-.80@.110 @1.(@@ -8.)6 -.)0 6).@66-.)(@ 6.(6 66.@8(
g7c3 = ;g7c3< 8.888 8.888 8.888 8.888 8.@)@ 8.16 ).)08 ).((@ ).@0).6) ).6) ).11 .)- .(1 .001 .0)0
9( L.+ ;un< 8.888 8.888 8.888 8.888 -.888 .88 )(.888 )6.188 )1.-88 ).@88 ).@88 (.188 0.-88 0.188 @.-88 @.888
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FACULTAD DE INGENIER A DPTO. DE VÍAS - LAB, MECÁNICA DE SUELOS Y PAVIMENTOS
U.L.A.
ENSAYO DE CORTE DIRECTO
OBRA:
Construcción de carreteras la Ranchería
SITUACIÓN:
Lagunillas estado !rida.
"$R&ORACIÓN:
"RO#R$SI%A:
CALICATA N'
CA*A +$ CORT$ N, ANC2O AR$A (#s .%$LOCI+A+ ) 53 68
C()
-/-0/1) c3 c3
LON# ALTURA %OLU$N 45
3373in gr.
&ACTOR +$ CALIBRACION
9) T 3in 8.88 8.@ 8.@8 8.6@ ).88 ).@8 .88 .@8 (.88 (.@8 0.88 0.@8 @.88 @.@8 -.88 -.@8 6.88 6.@8 1.88 1.@8 .88
+.2 c3 8.888 8.8@ 8.8@8 8.86@ 8.)88 8.)@8 8.88 8.@8 8.(88 8.(@8 8.088 8.0@8 8.@88 8.@@8 8.-88 8.-@8 8.688 8.6@8 8.188 8.1@8 8.88
N' LABORATOR
Lc -.888 @.6@ @.@8 @.@ @.88 @.1@8 @.188 @.6@8 @.688 @.-@8 @.-88 @.@@8 @.@88 @.0@8 @.088 @.(@8 @.(88 @.@8 @.88 @.)@8 @.)88
Area Corregida AC>-?Lc ;c3< (-.888 (@.1@8 (@.688 (@.@@8 (@.088 (@.)88 (0.188 (0.@88 (0.88 ((.88 ((.-88 ((.(88 ((.888 (.688 (.088 (.)88 ().188 ().@88 ().88 (8.88 (8.-88
L.+ ;un< 8.888 8.888 8.888 8.888 ).188 .)88 0.-88 @.@88 -.@88 -.88 6.888 6.088 6.188 1.888 6.088
) &.C. g. 8.888 8.888 8.888 8.888 1.8.@60 8.6) @.86@ .-(0 ().0@6 ().)( ((.6(6 (@.@-8 (-.06 ((.6(6
0 )00 1
g7c3 = ;g7c3< 8.888 8.888 8.888 8.888 8.( 8.6( 8.-8( 8.66 8.1-8.1 8.@8 ).8)( ).861 ).))@ ).80)
-1@888 )
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&.C. g. 8.888 8.888 8.888 8.888 )8.0 )-.0) ((.1) 0-.@8 @6.00( @.-6 -.)0 -6.06( -.6 6@.0 6(.1@-
g7c3 = ;g7c3< 8.888 8.888 8.888 8.888 8.(8 8.0-1 8.@).(01 ).-18 ).601 ).16 .8.)88 .(88 .18
9( L.+ ;un< 8.888 8.888 8.888 8.888 (.888 -.88 )).688 )@.88 )1.888 8.(88 .(88 .188 (.888 0.@88 0.888
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FACULTAD DE INGENIER A DPTO. DE VÍAS - LAB, MECÁNICA DE SUELOS Y PAVIMENTOS
U.L.A.
ENSAYO DE CORTE DIRECTO
OBRA:
Construcción de carreteras la Ranchería
SITUACIÓN:
Lagunillas estado !rida.
"$R&ORACIÓN:
"RO#R$SI%A:
CALICATA N'
CA*A +$ CORT$ N, ANC2O AR$A (#s .-1 %$LOCI+A+ ) 53 18
C()
-/-0/1) c3 c3
LON# ALTURA %OLU$N 45
3373in gr.
&ACTOR +$ CALIBRACION
9) T 3in 8.88 8.@ 8.@8 8.6@ ).88 ).@8 .88 .@8 (.88 (.@8 0.88 0.@8 @.88 @.@8 -.88 -.@8 6.88 6.@8 1.88 1.@8 .88
+.2 c3 8.888 8.8@ 8.8@8 8.86@ 8.)88 8.)@8 8.88 8.@8 8.(88 8.(@8 8.088 8.0@8 8.@88 8.@@8 8.-88 8.-@8 8.688 8.6@8 8.188 8.1@8 8.88
N' LABORATORIO:
Lc -.888 @.6@ @.@8 @.@ @.88 @.1@8 @.188 @.6@8 @.688 @.-@8 @.-88 @.@@8 @.@88 @.0@8 @.088 @.(@8 @.(88 @.@8 @.88 @.)@8 @.)88
Area Corregida AC>-?Lc ;c3< (-.888 (@.1@8 (@.688 (@.@@8 (@.088 (@.)88 (0.188 (0.@88 (0.88 ((.88 ((.-88 ((.(88 ((.888 (.688 (.088 (.)88 ().188 ().@88 ().88 (8.88 (8.-88
L.+ ;un< 8.888 8.888 8.888 8.888 ).888 (.(88 @.888 @.088 -.888 -.188 6.888 6.688 1.)88 6.@88 8.888 8.888
) &.C. g. 8.888 8.888 8.888 8.888 0.@@ )@.80@ .6@ 0.-) 6.(@0 ().88) ().)( (@.)80 (-.1 (0.)( 8.888 8.888
0 )00 )
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