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PRÁCTICA DE LABORATORIO DE SUELOS No. 3 PRÁCTICA DE LABORATORIO DE SUELOS No. 3

LÍMITES DE ATTERBERG LÍMITES DE ATTERBERG

MAYRA NATALIA OVIEDO VARGAS MAYRA NATALIA OVIEDO VARGAS

ID. 394938 ID. 394938

UNIVERSIDAD COOPERATIVA DE COLOMBIA UNIVERSIDAD COOPERATIVA DE COLOMBIA

FACULTAD DE INGENIERÍA FACULTAD DE INGENIERÍA INGENIERÍA CIVIL INGENIERÍA CIVIL V SEMESTRE V SEMESTRE NEIVA NEIVA 201 201

PRÁCTICA DE LABORATORIO DE SUELOS No. 3 PRÁCTICA DE LABORATORIO DE SUELOS No. 3

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ID. 394938 ID. 394938

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PAGINA PAGINA IINNTTRROODDUUCCCCIIÓÓNN 44 11.. OOBBJJEETTIIVVOOSS 55 22.. AALLCCAANNCCEE 66 33.. MMEETTOODDOOLLOOGGÍÍAA 77 44.. TTRRAABBAAJJOOS S REREAALLIIZZAADDOOSS 99 55.. RREESSUULLTTAADDOOSS 2200 66.. CCOONNCCLLUUSSIIOONNEESS 2211 B

BIIBBLLIIOOGGRRAAIIAA 2222

INTRODUCCI5N INTRODUCCI5N

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 I.N.V.E – 125 DETERMINACIÓN DEL LÍMITE LÍQUIDO DE LOS

SUELOS.

 I.N.V.E – 126 LÍMITE PLÁSTICO E ÍNDICE DE PLASTICIDAD DE

LOS SUELOS.

 I.N.V.E – 127 DETERMINACIÓN DE LOS FACTORES DE

CONTRACCIÓN DE LOS SUELOS.

1. OBETIVOS 1.1. OBETIVO GENERAL

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1.2. OBETIVOS ESPECÍFICOS

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+%(*('% * @-*" %# *"% *$ +"$ (% &* #*&*(" +"-'%& * ,%$-*( * (" -"&" * &*$%.

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3. METODOLOGÍA 3.1. LÍMITE LÍ6UIDO

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S* %-: -"*#'"$ &*+% "$ "'#*8 "-'"-%& *$ -"*#'"$ *( *$ T"-' N%. 40 / &* %-: 120 )#"-%& *$ -"*#'"$ "&"(* * '+@% "-'.

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 10 " 15 )%$*& %# #*& ,*+*&  15 " 25 )%$*& %# #*& ,*+*&  25 " 35 )%$*& %# #*& ,*+*&

E$ (F-*#% * )%$*& &* *'(': @"&" * &* +'*##* $" #"(#" *( & "#* '(*#'%# 13 -- "#%<'-""-*(*.

S* %-: (" -*&#" +*#+"(" " $" "#* * $" #"(#" * &* +*##: / &* **#-'(: $" @-*" +%$%+"(% $"& -*&#"& *( $" *&" *$+#'+".

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3.2. LÍMITE PLÁSTICO

D* $"& -*&#"& #*"$'""& +%( *$ L-'* L'%8 &* %-: "#%<'-""-*(* 20 )#"-%& * $" +"*$"8 &* *-*: " "-"&"# $" -*&#" +%( $" "$-" * $" -"(% &%#* ( ,'#'% @"&" %*(*# +'$'(#%& * 3 -- * '-*#% "#%<'-""-*(*8 &*

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*&"#%( / $*)% &* &%-*'*#%( " +"$%# *( $" *&" *$+#'+" / (*,"-*(* &* *&: "#" **#-'("# $" @-*".

3.3. LÍMITE DE CONTRACCI5N

S* %-: -*&#" *$ -"*#'"$ * &* '$': "#" $%& L-'*& L'%&8 $" +"$ &* -*+$: +%( ")" *&'$"" "#" %*(*# (" +%(&'&*(+'" $')*#"-*(* &*#'%# " $" *$ L-'* L'%.

L%& #*+''*(*& "#" +%(#"++':( * -*"$ &* #*,'&'*#%( +%( (" +"" *$)"" * ,"&*$'(" "#" *,'"# * $" -*&#" &* "@'*#" "$ #*+''*(* +"(% &*" &%-*'" "$ +"$%# *( *$ @%#(%.

S* $$*("#%( $%& #*+''*(*& * +%(#"++':( +%( *$ &*$% * "$ %#-" * (% *"#"( #"& * "'#* "#"""&8 %&*#'%#-*(* &* *(#"&"#%( +%( $" #*)$" -*$'+" / &* *&"#%(8 *&* ,"$%# *& *$ *&% *$ #*+''*(* +%( &*$% @F-*%.

L"& +&$"& +%( *$ -"*#'"$ &* &*+"#%( *( *$ @%#(% " (" *-*#"#" " 110 C8 @"&" *&% +%(&"(*8 &* *&"#%(8 "(%(%&* +%-% *&% *$ #*+''*(* -& &*$% &*+%.

S* **#-'(: *$ *&% * $" +"&$" *( )#"-%&8 $$*((%$% +%( -*#+#'% @"&" ( (',*$ -<'-% / *$'-'("(% *$ *<+*&%8 @"+'*(% #*&':( +%( $" $"+" * ,'#'% &%#* $" "#* &*#'%# *$ #*+''*(* / &* *&:8 *&* ,"$%# &* #*)'&#: +%-% *&% '('+'"$ * $" -"&" *$ &*$%.

S* **#-'(: *$ *&% * $" -"&" * &*$% &*+" % )"$$*"8 &* $$*(: *$ #*+''*(* * ,'#'% +%( -*#+#'% @"&" & (',*$ &*#'%# / &* *(#"&: #*&'%("(% *$ *<+*&% * -*#+#'% +%( $" $"+" * ,'#'%. !%&*#'%#-*(* &* @(': $" -*&#" * &*$% &*+% "-'( #*&'%((%$" *(#% *$ -*#+#'% +%( $"& #*& &"$'*(*& * $" $"+" * ,'#'% / &* #*+%)* *$ ,%$-*( *&"$%"% %# *&"8 $" +"$ &* *&" $% * +%##*&%(* "$ *&% * $" )"$$*" &*+" % *&% '("$ * $" -*&#".

S* $'-': $" )"$$*" % -*&#" &*+" / &* **#-'(: *$ *&% &*+%.

L*)% &* **#-'(: *$ L-'* * C%(#"++':( *$ &*$%8 * *& $" #*$"+':( *(#* ( +"-'% * ,%$-*( "%8 *<#*&"% +%-% %#+*("* *$ ,%$-*( &*+% / *$ +"-'% +%##*&%('*(* *( & +%(*('% * ")"8 %# *(+'-" *$ $-'* * +%(#"++':(.

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4. TRABAOS REALIADOS 4.1. LÍMITE LÍ6UIDO

S* "-': *$ -"*#'"$ *( *$ T"-' N%. 408 &* %-: 120 )#"-%& *$ -"*#'"$ "&"(*.

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S* +%$%+: *$ -"*#'"$ &%#* ( ,'#'%8 &* $* ")#*): ")" / +%( $" "/" * $"& *&$"& &* "-"&: $" -*&#" "#" (''+"# $" @-*" $%)#"(% *(*# (" "&" +#*-%&" / * @-*" ('%#-*.

S* ,*#''+: $" +"$'#"+':( * $" +"*$" * C"&")#"(* $" +"$ +%(&'&* *( ,*#''+"# $" "$#" * +"" * $" +"*$" &*" * 1 +-.

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H" +"$'#"" $" +"*$" * C"&")#"(* &* ,*#': "#%<'-""-*(* 50 )#"-%& * $" "&" +#*-%&"8 &* "$'&: $" &*#'+'* * $" -*&#" / &* #*"$': $" #"(#" *( $" "#* +*(#"$ +%( *$ #"(#"%# *( %#-" *#*('+$"# " $" -*&#".

S* $*,"(: / )%$*% $" +"*$" )'#"(% $" -"('" @"&" * $"& %& -'"*& * $" "&" * &*$% &* &'*#%( *( +%("+% *( *$ %(% * $" #"(#". S* #*)'&#: *$ (F-*#% * )%$*& #**#'%& "#" +*##"# $" #"(#" *( & "#* '(*#'%# 13 --"#%<'-""-*(*. S* @'% *$ #%+*'-'*(% #*& ,*+*& / &* #*)'&#: "#" *$ #'-*#% 10 )%$*&8 "#" *$ &*)(% 20 )%$*& / *$ *#+*#% 34 )%$*&. E&%& "%& &* #*)'&#"#%( *( $" T"$" N%.1  T"$" *$ L-'* L'%.

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S* &"+: (" """ * &*$%8 "#%<'-""-*(* *$ "(+@% * $" *&$" &* %-: * (% / %#% $"% / *( ()$% #*+% +%( $" #"(#" '(+$/*(% $" %#+':( * &" *( $" +"$ &* @'% +%("+% / &* +%$%+" *( ( #*+''*(* "*+"%. S* *&: / &* #*)'&#: *&%& ,"$%#*& *( $" T"$" N%.1  T"$" *$ L-'* L'%.

S* +%$%+: *$ &*$% +%( *$ #*+''*(* / &* $$*,: " $" *&" "#" &*+"#&* @"&" * &* %,% (" -"&" +%(&"(* / &* *&: "( #%(% +%-% &* *(#':. S* #*)'&#: *( $" T"$" N%.1  T"$" *$ L-'* L'% *&" -"&"8 "& +%-% $" #'" * -"&" *'" "$ &*+"-'*(% / $" -"&" *$ ")".

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L*)% &* **#-'(: *$ +%(*('% * ;-*" * +"" (% * $%& #*& -"*#'"$*&8 *$ +"$ &* #*)'&#: *( $" T"$" N%.1  T"$" *$ L-'* L'% +%( *&%& "%& &* #*"$': $" G#'+" N%. 1. G#'+" *$ L-'* L'%.

4.2. LÍMITE PLÁSTICO

D* $"& -*&#"& #*"$'""& +%( *$ L-'* L'%8 &* %-: "#%<'-""-*(* 20 )#"-%& * $" +"*$"8 &* *-*: " "-"&"# $" -*&#" +%( $" "$-" * $" -"(% &%#* ( ,'#'% @"&" %*(*# ( +'$'(#% * 3 -- * '-*#% "#%<'-""-*(*.

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L*)% &* &%-*'*#%( " +"$%# *( $" *&" *$+#'+" / (*,"-*(* &* *&: "#" **#-'("# $" #'" * @-*".

4.3. LÍMITE DE CONTRACCI5N

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S* #%+*': " @-**+*#$" +%( ")" *&'$"" * -"(*#" * ,'*#" (" +%(&'&*(+'" $')*#"-*(* &*#'%# " $" *$ L-'* L'%.

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S* #%+*': " *&"#$"&8 "##%"(% ( *&% * 21 )#"-%&8 20.9 )#"-%& / 21.1 )#"-%& #*&*+',"-*(* / &* #*)'&#: *( $" T"$" N%.3. T"$" *$ L-'* * C%(#"++':(.

S* $$*(: $"& +&$"& % #*+''*(*& * +%(#"++':( +%( *$ -"*#'"$ @-**+'%8 &* $* #%'("#%( )%$*& &",*& &%#* (" "&* *#*8 "#" "& *<#"*# $"& #"& * &* *'*#"( *(+%(#"# "#"""& *( $" -*&#".

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S* *(#": +'"%&"-*(* $"& +&$"& +%( $" *&$"8 *,'"(% * $"& &*#'+'*& * $"& -*&#"& +%(*('"& *( $"& +"&$"& **( +%( #%*#"(+'"& % ")#'*"-'*(%& / &* $'-': *<*#'%#-*(* $" +&$".

S* **#-'(: *$ *&% * $" +&$" -& $"& -*&#"& @F-*"& "##%"(% $%& &')'*(*& ,"$%#*& 52.1 )#"-%8 4.9 )#"-%& / 50.7 )#"-%& #*&*+',"-*(* *&%& "%& &* #*)'&#"#%( *( $" T"$" N%.3. T"$" *$ L-'* * C%(#"++':(.

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L*)% $"& +&$"& -& $"& -*&#"& @F-*"& &* &%-*'*#%( " &*+"% *( *$ @%#(% " 110C @"&" +%(&*)'# ( *&% +%(&"(* / &* *&"#%( $"& )"$$*"& "##%"(% $%& &')'*(*& "%& +"" ("> 44 )#"-%&8 41 )#"-%& / 42.7 )#"-%&. E&%& "%& &* #*)'&#"#%( *( $" T"$" N%.3. T"$" *$ L-'* * C%(#"++':(

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S* **#-'(: *$ *&% *$ -*#+#'%>

S* $$*(: +%( -*#+#'% *$ #*+''*(* @"&" * &* *##"-"#"8 $*)% &* *(#"&: @"+'*(% #*&':( +%( $" $"+" * ,'#'% +%( #*& "%/%&.

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L*)% &* *&: "##%"(% $%& &')'*(*& "%&> 234.5 )#"-%&8 231.2 )#"-%& / 235.5 )#"-%& %# *(&"/% * +"" -*&#". E&%& "%& &* #*)'&#"#%( *( $" T"$" N%.3. T"$" *$ L-'* * C%(#"++':(.

S* +%$%+: &%#* $" &*#'+'* * -*#+#'% $" )"$$*" * &*$% &*+% / +%( $" $"+" * ,'#'% +%( #*& "%/%& &* &-*#)':8 &* *(#": +%( $" $"+" * ,'#'%.

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S* #*+%)': *$ -*#+#'% *&$""% %# $" )"$$*" * $" -*&#" &*+" *$ +"$ &* *&: "##%"(% $%& &')'*(*& "%&> 17 )#"-%&8 162.3 )#"-%& / 175. )#"-%& #*&*+',"-*(*. E&%& "%& &* #*)'&#"#%( *( $" T"$" N%.3. T"$" *$ L-'* * C%(#"++':(.

S* **#-'(: *$ *&% *$ -*#+#'% *&$""% %# $" )"$$*" * &*$% &*+% -*'"(* $" '*#*(+'" *(#* *$ *&% *$ #*+''*(* -& -*#+#'% / *$ *&% * $" #%*" ,"+".

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7. TABLAS Y GRÁFICAS 7.1. TABLA DEL LÍMITE LÍ6UIDO

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TABLA No.1. TABLA LÍMITE LÍ6UIDO 7.2. GRÁFICA DEL LÍMITE LÍ6UIDO

GRÁFICA No.1. GRÁFICA DEL LÍMITE LÍ6UIDO

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TABLA No.2. TABLA DEL LÍMITE PLÁSTICO ÍNDICE DE PLASTICIDAD : ; 14<8

7.4. GRÁFICA CARTA DE PLASTICIDAD

GRÁFICA No.2. GRÁFICA DE CARTA DE PLASTICIDAD

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TABLA No.3. TABLA DEL LÍMITE DE CONTRACCI5N

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.1. CÁLCULO CONTENIDO DE =UMEDAD

.1.1. CÁLCULO CONTENIDO DE =UMEDAD 27 > 37 GOLPES:

.2. CÁLCULO DEL LÍMITE LÍ6UIDO

W (%) = 37,74 %

W (%) = 36,70 %

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N K (F-*#% * )%$*& "#" * &* +'*##* $" #"(#"

N K +%(*('% * ")" "#" *$ (% #*"$'"% * #*'#': N )%$*& "#" +*##"# $" #"(#".

6.2.1. CÁLCULO DEL LÍMITE LÍ6UIDO 27 > 37 GOLPES:

6.2.2. CÁLCULO DEL LÍMITE LÍ6UIDO 17 > 27 GOLPES: WN = 32,30 – 28,30 = 4,00

6.2.3. CÁLCULO DEL LÍMITE LÍ6UIDO 10 > 17 GOLPES: WN = 29,70 – 25,80 = 3,90

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.4. CÁLCULO DEL ÍNDICE DE PLASTICIDAD IP = LL – LP

IP = 38,30 – 23,53 = 14,8

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.4.1. CÁLCULO DEL VOLUMEN DE LA CÁPSULA

.4.1.1. CÁLCULO DEL VOLUMEN DE LA CÁPSULA MUESTRA 1

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?. CONCLUSIONES

 E& (" #%(*#" +%(,*(+'%("$ "#" "&"# * *&"% &*-'$'% "$ $&'+%

* ( &*$%.

 L%& $-'*& $'% / $&'+% (%& &'#,* "#" '*(''+"# / +$"&''+"# ( &*$%.  L%& $-'*& $'%& ,"#"( &*)F( $" @-*" '('+'"$ *$ &*$% " *(&"/"#8

&*+% "$ "'#*8 " *&" % +%( @-*" ("#"$.

 E$ $-'* $&'+% *& $" #%(*#" +%(,*(+'%("$ +"(% ( &*$% "&" *$

*&"% &*-'?&:$'% "$ $&'+% % *& $" @-*" * '*(* ( &*$% *( *$ -%-*(% * "&"# *$ *&"% $&'+% "$ &*-'?&:$'%.

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BIBLIOGRAFÍA

 I.N.V.E – 125 DETERMINACIÓN DEL LÍMITE LÍQUIDO DE LOS

SUELOS.

 I.N.V.E – 126 LÍMITE PLÁSTICO E ÍNDICE DE PLASTICIDAD DE

LOS SUELOS.

 MANUAL DE LABORATORIO DE MECNICA DE SUELOS. I(). A(%('%

A#"()% V$*. U(',*#&'" N"+'%("$ * C%$%-'".

 UNDAMENTOS DE INGENIERÍA GEOTCNICA. B#"" M. D"&. E'+':(

T@%-&%( L*"#('().

 MECNICA DE SUELOS. TOMO 1  UNDAMENTOS DE LA MECNICA