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1/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
INFORME:LABORATORIOS DE
GEOTECNIA l
UFPS 2015
pg. 0
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INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
DETERMINACION DEL CONTENIDO DE HUMEDAD
CASTILLA TRILLOS JORGE ALEJANDRO
PACHECO PEARANDA JOHANNA PATRICIA
PEREZ VALDES BRAYAN STEVEN
MARTINEZ RAMIEREZ LUIS ALFREDO
BAUTISTA CONDE SERGIO DANIEL
UNIVERSIDAD FRANCISCO DE PAULA SANTANDER
FACULTAD DE INGENIERIAS
INGENIERIA CIVIL
CCUTA
pg. 1
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3/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
2015
DETERMINACION DEL CONTENIDO DE HUMEDAD
CASTILLA TRILLOS JORGE ALEJANDRO COD: 111271
PACHECO PEARANDA JOHANNA PATRICIA COD: 1111!25
PEREZ VALDES BRAYAN STEVEN COD: 1112220
MARTINEZ RAMIREZ LUIS ALFREDO COD: 1112211
BAUTISTA CONDE SERGIO DANIEL COD: 1111""0
EVA LOMBANA PAZING# CIVIL
UNIVERSIDAD FRANCISCO DE PAULA SANTANDERFACULTAD DE INGENIERIAS
INGENIERIA CIVIL
CCUTA
2015
pg. 2
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INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
TABLA DE CONTENIDO
INDICE. PAG.1. INTRODUCCIN
2. OBJETIVOS GENERALES ESPECIFICOS
3. MARCO TEORICO HORNO ELECTRONICO BALANZA DE SENSIBILIDAD CONTENIDO DE HUMEDAD EN SUELOS
. E!UIPO
5. PROCEDIMIENTO HUMEDAD EN HORNO
". PROCESAMIENTO DE DATOS RELACIN DE PESOS METODO DEL HORNO
#. CALCULOS CONTENIDO DE HUMEDAD $HORNO%
&. CONCLUSIONES
'. RECOMENDACIONES
10.BIBLIOGRAFIA
1# INTRODUCCI$N
pg. 3
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INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
E( )*+,+-+ /-*+ /+-+ )*)4,/ ,+-* +( )*+6//+- )* (
7+-/4- 6+ (, 8(9(, 6+ ( 9+66 6+ 9- *+,)+/; ,9+(. E,+ )*+,-,/,+ +- ,++* 9- 9+,* 6+ ,9+( ( ,+6 < +=* (, *+,9(6, 6+ ,9, -+, < 6+,)9>, 6+( *++*/6 ,+6 )* ,? 7+-+* +( )*+-=+ ( 6+( 9+66 6+ 6/ ,9+(.
L 6++*/-/4- 6+( -+-/6 6+ 9+66 +, 6+ 9 /)*-/ )* +,++,96/@ , 6+( /+)@ 6/, 6, -,
7/24/2019 Laboratorio de Suelos 12 Corregido
6/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
O%&'()*+ G','-./
E( 7=+/; +-+*( 6+ +,+ (7**/ +, -+* < 6++*/-* +( -+-/6 6+9+66 )*+,+-+ +- ( 9+,* 6+ ,9+( +*?6.
O%&'()*+ E')3)+
D++*/-* +( -+-/6 6+ 9+66 8, +,)+?/ +( )*+-=+ 6+ 9+66)*+,+-+ +- ( 9+,*@ *+(/--6 +( )+, 6+( 9 9( +- ( 9+,* - +()+, 6+ ( 9+,* ,+6 ( *-@ 7+-/+-6 ,? 6, < */, 6+ 6/9+66.
4# MARCO TE$RICO
pg. !
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7/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
C+,(',)+ ' 68'.
E, )*)/+66 ?,/ 6+( ,9+( +, 6+ *- 7+-+// +- ( -,*9/4- /;/( < ,+(* 6+ 9- -+* ,+-/((@ )9+, +( )*/+- < ( *+,/,+-/ 6+ (,,9+(, +- ( -,*9/4- +,8- *+/6,@ )* ( -/66 6+ 9 9+ -/+-+-. L9+66 -+-/6 6+ 9+66 6+ 9- ,9+( +, ( *+(/4-@ *9(6 )*+-=+@ 6+( )+, 6+ 9 +- 9- , ;/6 6+ ,9+(@ ( )+, 6+ (,)*?9(, ,4(/6,.
L 6++*/-/4- 6+( -+-/6 6+ 9+66 +, 9- +-,*/-, 6+ ,9 )+, ,+ ( *- +- +,+ (7**/. (9(:
D-6+ Wh+, +( )+, 6+ 9 )*+,+-+ +- ( , 6+ ,9+(, < Ws+, +( )+, 6+
(, ,4(/6, +- +( ,9+(. P6*? 6+/-/*,+ +( -+-/6 6+ 9+66 ( *+(/4-6+( )+, 6+ 9 )*+,+-+ < +( ( 6+ )+, 6+ ( 9+,*.
pg. "
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8/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
H+-,+ '/9(-)+ ' /.%+-.(+-)+
E( 6+-,+ ' /.%+-.(+-)++, 9- /) 6+ *--+-+ 9,6 )* 6+,/6***+/;, 6+ (7**/ ,+* /-,*9+-,. E( *- 9+- ,9 +)+*9**69(+-+ -*+ ),+ +( /+) ,? 7/>- ,+ ,9 )**/4-@9-6 ( +)+*9* ,+ ( 4)/ < ,+ +,7/(/+@ +( >*/ -+-6*8 (+)+*9* ,/ +, 6+,/+-6+ ;(;+*8 /;* (, *+,/,+-/, )* 7+-+* (+)+*9* )**6 ),++ 9- 7(+* 6+ -*( 9+ 9+,* +( )9- 6+*+9(/4- < ( +)+*9* *+( 6+-* 6+( *-@ +,8 -6 ( *+-+ )* ,98/( (+9*@ 9-9+ (9-, 6+(, -+*/*+, - ( /+-+-@ +,, 9+-- -9- )+*/(( *696 ( 9( *+9( +)+*9* 6+( *-.E( *- +(>*/ +,8
-,/9/6 )* 9- = +8(/ - 9- )9+* +- +( *+-+. E( (+-/+- 6++,+ )* ,+ *+(/ +6/-+ ,/,+ 6+ *+,/,+-/,.L +)+*9* 9+ +-+*(+-+ (- - ), 6+ 250 C < *6/-*/+-+ ,+=9,- +)+*9*, +-*+ 100 < 110@ ( *+9(/4- ,+ ++ +6/-+6/,),//;, ((6, +*,,.
pg. #
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9/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
BALANZA DE SENSIBILIDAD DE 0#1
L, 7(-, ,- /-,*9+-, 6+,/-6, +9/(/7** ( 9+* 6+ *;+66 9+ ,7*+ ( , 6+ 9- 9+*) - ( 9+ 7* ,7*+ * 9+ ,+ *++*+-/. E9/(/7** ,/-// +,7(++* ( /, ),//4- 6+ 9- /-6/6*@ /+(@-+, < 6+,)9>, 6+ (*@ +- ,9, *+,)+/;, ,//,@ +( 9+*) < ( , 6+*++*+-/ )+, 9+ ,+ +)(+.
L, 7(-, ,+ *+*/- )* ,9 +/96 < )* ,9 ,+-,/7/(/66. L )*/+*9(/66 ,+ *+/+*+ ( )*)/+66 9+ ),++ 9(9/+* /-,*9+- ?,/ )*,9/-/,** +( *+,9(6 6+ 9- +6/6 - 9- ;(* /-/6+-+ - +( ;+*66+*
+(( /)(/ 9+ +( +*** ,+ ( 8, *+69/6 ),/7(+. E( >*/- +/96 ,+ - *+9+-/ +9/;(+-+ ( 6+ )*+/,/4-. L, -6//-+, 9+ ,+*+9/+*+- ,- % 9+ (, 7*, ,+- /9(+, +- (-/96 < )+,@ 7% 9+ +( +-*6+ *;+66 6+ ( *9 $,/,+ -,/9/6 )* (, 7*, < +( /+(% ,+ ((+ +- (;+*/( 9+ ), )* +( )9- 6+ ) ,/96 )* 6+7= 6+( )9- 6+ )
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10/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
# E;UIPO Y MATERIALES
T* $R+,)+/;+-+ - ,9 )+, *+(%
B(- - ,+-,/7/(/66 6+ $0@1 %
pg. %
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INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
H*- I-69,*/( 6+ S+6
pg. 10
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INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
5# PROCEDIMIENTO
5#1HUMEDAD OBTENIDA EN EL HORNO
1< S+ 7/+-+ +( )+, 6+( *+/)/+-+ 6+ ) ,/- ( 9+,* /-(9/6.
2< U7/, (, *+, *+,)+/;, 9+,*, 6+ ,9+( +6 < ,+ -:Q$% Q$,9+( +6%
pg. 11
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13/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
4< C(, (, *+, 9+,*, +- +( *- 6+ ,+6 9- +)+*9* 6+105 C )* 9- /+) 6++*/-6 6+ 2 *, $- +, 7+-6*+,
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14/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
"# PROCESAMIENTO DE DATOS
"#1 RELACION DE PESOS
L, 6, 9+ ;+*+, -/-9/4- ,- (, 9+ 79;/, +- +( +-,,
6+( +-,6 6+ *-.
D4-6+:
=6 > =( ? M9+,* +6 6+( ,9+( )+, 6+(
*+/)/+-+.
pg. 13
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15/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
= > =( ? M9+,* ,+ 6+( ,9+( )+, 6+( *+/)/+-+.
=- ? P+, 6+( *+/)/+-+
"#2 METODO DEL HORNO
L ,/9/+-+ 7( 9+,* (, 6, 7+-/6, +- +( +-,=( @< = >=( @< =- @*/
A-8(/,/, 6+ 7( < 9*; *-9(>*/
$. ANALISIS DE DATOS C(,///4- ,+- U.S.C.S
C(,///4- ,+- ASSHTO
%. CONCLUSIONES
10.RECOMENDACIONES
11.BIBLIOGRAFIA
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23/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
E( ,/9/+-+ (7**/ /+-+ /- -(/* ( *-9(+*? 6+ 9- 9+,* 6+,9+( (+*6@ ),6 +( +*/( )* 9- ,+*/+ 6+ /+, ,+(+/-6, +- ,9*6+- N Y @12@ 3&@ N@10@ 20@ 0@ 100 < 200@ ,+ /- 6+ 3 5 /-9,@ )*(9+ )+,* +- 9- *+/)/+-+ +( +*/( *++-/6 )* 6 /@ ,9*( 6 )* 6++*/-* (, )*+-=+, 6+( ,9+( 9+ ),-)* (, 6/,/-, /+, 6+ ( ,+*/+ +)(+6 +- +( +-,*/ ( 98( ,+ ,++ 9- ,9+( +, 6+ 9
7/24/2019 Laboratorio de Suelos 12 Corregido
25/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
-,*9/4- 6+ )**/, ,+ *+(/- +6/-+ +-,6.
GRANULOMETRIA POR TAMIZADO
E, 9- )*+, +8-/ +6/-+ (+ 9( ,+ ,+)*- (, )*?9(, 6+ 9- ,9+( +-,9, 6/+*+-+, ,@ 6+-/-6 ( */4- +-* $T/ N 200% (/@ A*/(( < C(/6+. S+ ((+; 7 9/(/-6 /+, +- *6+- 6+*+/+-+. L-/66 6+ ,9+( *++-/6 /-6/ +( 6+ ( 9+,*@ +, ,( ,+)* 9-)*/4- 6+ ,9+( +-*+ 6, ,
C(,///4- 6+ (, ,9+(,
S/,+ 9-//6 6+ (,///4- 6+ ,9+(, USCS
E( S/,+ U-//6 6+ C(,///4- 6+ S9+(, $USCS% 6+*/; 6+ 9- ,/,+6+,**((6 )* A. C,*-6+ )* /6+-//* < *9)* ,9+(, +- * *8)/6+- 7*, /(/*+, 69*-+ ( 9+**.
E,+ ,/,+ 6/;/6+ (, ,9+(, )*/+* +- 6, *-6+, *9),@ 6+ *-, *9+,,< 6+ *-, /-,. L, )*/+*, /+-+- 8, 6+( 50 )* /+- +- )+, 6+ *-,
7/24/2019 Laboratorio de Suelos 12 Corregido
26/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
L, ,9+(, /-,@ - 8, 6+( 50 )* /+- 7= / 0@0& @ ,+ 6/;/6+- +- *+,*9),@ (, */((, $C%@ (, (/, $M% < (/, */((, *8-/, $O%.
E,, ,?7(, +,8- ,+9/6, )* 9- ,+9-6 (+* 9+ 6+)+-6+ 6+ ( -/966+( (?/+ (?9/6 + /-6/ ( )*+,/7/(/66 *+(/;: L@ ,/ +( (?/+ (?9/6 +, +-* 50 < H@ ,/ +,
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27/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
C(,//9+ ( 9+,* *; */((, $GC%@ *+- */((, $SC%@ ,/ (, /-,,- */((,,@ +, 6+/*@ ,/ ( 6/79=* +( @ ;+*,9, IP@ + ,7*+ ( (?-+ \A\ < +( IP +,
(,///4- 67(+ ( GMGC SMSC.
S/ ), )* / 0@0& 6+( 5 ( 12 6+ ( 9+,*@ +( ,9+( ((+;*8(,///4- 67(+@ 7,6 +- (, */+*/, 6+ *69/4- < (?/+, 6+ -,/,+-/@(+, GQGC SPSM. E- ,, 696,,@ ( *+( +, ;*++* ((,///4- 6+ +-, )(,//66. P* +=+)( 9- *; - 10 6+ /-,@ 9- C\6+ 20@ C] 6+ 2@0 < 9- ?-6/+ 6+ )(,//66 6+ "@ ,+*8 (,//6 GQGM +-
;+ 6+ GQCG.
P*+6//+- 6+ (,///4- 6+ ,9+(, 6+ *-, /-, $50 8, ), )*0@0& %
C(,//9+ +( ,9+( 9- */(( /-*8-/ $C%@ ,/ ( 6/79=* +( )9- 6+( (?/+(?9/6 ;+*,9, ?-6/+ 6+ )(,//66@ >,+ + ,7*+ ( (?-+ \A\ < +( ?-6/+ 6+)(,//66 +,
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28/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
C(,//9+ +( ,9+( (/ /-*8-/ $M%@ ,/ ( 6/79=* +( )9- L ;+*,9, IP+ 7= ( (?-+ \A\ +( IP +, +-* 9+ @ +-, 9+ ,+ ,,)++ 9+ */- +*/( *-9(* ,+ )(/ 9+((, - 35 +-, 7= / 0@0& (/, (, +*/(+, /-, 9+ /+-+- 9- ?-6/+ 6+ )(,//66 6+ 10 +-* < */((, ,+ )(/ (, +*/(+, /-, 9+ /+-+- ?-6/+ 6+ )(,//6611
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32/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
C.-(. ' P/.()).
E- +( S/,+ U-//6 6+ C(,///4- 6+ ,9+(,@ ,+ /-*69= 9- 6///4-+- ( * 6+ P(,//66@ ( ,+ 9+,* +- ( /9*
pg. 31
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INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
pg. 32
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INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
L 6///4- ,+ *+/+*+ (, ,9+(, 6+ **/7 6+ ( (?-+ A@ - ?-6/+ )(8,/)*+-6/6 +-*+ < #. L, 6/,/-, *9), 6+ ,9+(, /-,
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35/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
# E;UIPO
T/+, 6+ 3 @ a @3&b@ N@ N10@ N0@ N100@ N200 < +( *+,)+/; -6
9+ +, )* 6-6+ ,+ ), ( 9+,*.
B(- 6//( 6-6+ ,+ )+,- 6/, 9+,*, 6+ ,9+(.
pg. 3
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36/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
T* 6-6+ ,+ 6+),/4 ( *++*/6 9+,* *++-/6 6+ ,9+( +- 6 /
)* 7+-+* ,9 )+, < 7/>- )* (;* ( 9+,*.
5# PROCEDIMIENTO
pg. 3!
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37/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
S+ )*+6+ ,+* ( 9+,* +)+*9* 7/+-+ < (9+ ,+ ,+)*- (,
*, 6+( +*/(.
6+,)9>, 6+ 7+* *+(/6 +( )*+, 6+ ,+6 ( 7/+-+@ ,+)*+6+ +* +( *+,)+/; 9*+ 6+ ( 9+,*@ - +( /- 6+ 7+-+* 9--/66 +,)+?/. $E- +,+ , ,+ +,/4 9- )+, ( 6+ 9+,* 6+2000 *%.
O7+-/6 ( -/66 +,)+?/ 6+ -9+,* 9*+@ ,+ ((+; 7 +( )*+,
6+ /6 +- (, 6/+*+-+, ((,@ 6-6 *+,9(6 +( 8/6+ (, )*?9(, 6+ +,+ ,9+(.
E( ,/9/+-+ ), 9+ -(/* +( -+-/6 6+ 9+66 9+ ),++ ( 6/
9+,* 6+ ,9+(@ +,+ )*+, ,+ *+(/4 - 9- +,9 , 6+=-6(+-* , 9+ ( 9+,* )*+,+-* 9-, -6//-+, (+-+ ,+,@)* 9+ +, ,9+6 /-+, ),//;,@ ,+ 9/(/ ( >-/ 6+( ))+( ,7*+ (9+,*@ ( 9( -,/,+ +- 6+=* 9- * 6+ ))+( ,7*+ ( 9+,* +-
)*+, 6+ ,+6 < 7,+*;* 9+ 6/ ))+( - )*+,+-+ -/-- /) 6+;//+-@ +, -, *-/ 9- ,+6 6+96. L9+ 6+ 7+* 9)(/6+, ,+ )*+6+ *+/** ( 9+,* 6+ ( +,9@ ((+;*( ( 7(- 6//()* )+,*( < 7+-+* +( *+,9(6 6+( -+-/6 6+ 9+66 )*+,+-+.
pg. 3"
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38/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
E( ,/9/+-+ 6 +, 7+-+* +( )+, ,+ $=< 6+ ( 9+,* - -/ 6+( ))+( ,7*+ ( 9+,*@ 9+ +, 9-6 +(
))+( 6+=+ 6+ )*+,+-* (- /) 6+ ;//+- ,7*+ ( 6/ 9+,* 6+,9+( +, -, 6*8 ( ,+9*/66 6+ 9+ ( 9+,* , 6+( / N 200 - +( /- 6+ *+/** 9(9/+* /) 6+ ,9/+66 9+ +,8)*+,+-+.
S+ 6+7+ +-+* +- 9+- 9+ +( -9+; )*+, 6+ (;6 +, )* ( 9+,*
9+ ,+ ; 9/(/* +- +( ), 6+( /6 ,+- ( +/+ ( -* )* +(-8(/,/, *-9(>*/. P,+*/*+-+ ,+ )-+ ,+* -9+;+-+ (9+,* )* +;)** +( 9 9+ -/+-+ )* +( )*+, 9+ ,+ (+ / 6+(;6.
pg. 3#
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39/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
+,-6 ( 9+,* 6+ ,9+( ,+@ ,+ *+/* 6+ ( * - ( 9( ,+ ,+4
)* ),*( *
7/24/2019 Laboratorio de Suelos 12 Corregido
40/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
L9+ 6+ 7+* ),6 +( +*/( )* (, 6/+*+-+, /+,@ ,+ )*+6+
7+-+* (, 6, 6+ )+,, *++-/6, )* 6 /.
E,+ 9+ +( *+,9(6 6+ +*/( *++-/6 )* 6 /@
,+ )9+6+ 7,+*;* +- (, ,/9/+-+, /8+-+,. S+- - *- 6/+*+-/ +( +*/( +(9,/; 9+ *+/+-+
6 (( 6+ / 9/(/6.
pg. 3%
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41/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
"# PROCESAMIENTO DE DATOS
D, -+* (, *+,9(6, -,+9/6,@ (9+ 6+ 7+* *+(/6 +()*+6//+- 6+ *-9(+*? )* /6. = +( 9( **+,)-6+ ( +*/(9+ ,+ 9/(/4 )* ( **+,)-6/+-+ *-9(+*? +, +( ,/9/+-+:
= ? 10"0-
C- +( )+, =-+*/* 9+ - +( 9+ ,+ *7=4 )* +( /6.
L, *+,9(6, 7+-/6, 6+( )+, *++-/6 6+,)9>, 6+ (;6 < ,+6 ,+)*+,+-- +- ( ,/9/+-+ 7(:
TAMIZ = R'(',)+3& 0
1&2 "3&$ 1!.10
!".!0
10 1%.%%
20 21!.20
0 1"!.0
100 21#.03
200 "3.$%'()*( 1".21
S+ ,9- 6, (, )+,, *++-/6, +- 6 /@ 7+-/+-6 ,? +( ;(* *+( 6+(Ws @ )* ( - +( *+,9(6 -, 6+9+,* 9+ ( * 6+ /* ,+
pg. 0
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42/100
INGENIERIA CIVILMATERIA: GEOTECNIA I
PROF: EVA LOMBANA PAZ
-,/9+- )+*6/6, 6+ +*/( 9< ) ,/-///;,. E( ;(* 6+( )+, ( *+(
9+ 6+ Ws=904.96 gr
C(9(, 7/>- ( 9+66 6+ ( 9+,* 6+ ,9+(@ 6+,)9>, 6+ 7+*(,+6 )*+;/+-+ ( /*+@ +,/+-6 9- 9+,* +( *+,9(6 )*+6/ 6+ (9+66 6+( ,9+( ,+ )*+/ +- ( ,/9/+-+ 7(:
MUESTRA PESO HUMEDO@-- 6+/-+9* +,6, 6+ -,/,+-/:
+( +,6 (?9/6@ - (, )*)/+66+, < )*/+-/ 6+ 9- ,9,)+-,/4-
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PROF: EVA LOMBANA PAZ
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PROF: EVA LOMBANA PAZ
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PROF: EVA LOMBANA PAZ
5# PROCEDIMIENTO
1. L 9+,* ,+ ,+ ( /*+ < ,+ / )* +( / N. 0@ ,+ - 30*, 6+( +*/( ),-+@ ,+ +( - 9 , 7+-+* 9- (9/6+6+96 < 9- 9+66 +*- ( (?/+ (?9/6.
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PROF: EVA LOMBANA PAZ
)+, +,)+?/ 6+( +*9*/ 9+ +, 13@" *. g )6+, (9(* ,9;(9+- 6+,)(6.
UNIVERSIDAD FRANCISCO DE PAULA SANTANDERLABORATORIOS DE SUELOS CIVILES
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PROF: EVA LOMBANA PAZ
!# CONCLUSIONES
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PROF: EVA LOMBANA PAZ
# BIBLIOGRAFIA
8p:&&)g.6))/./*6.7-&p6&G/(/)7&2J$010&l3p.p*' 8p:&&l6/)7(.(&C/)7&E)7(D/L7(-7(-(&!%032$.8l 8p:&&g/(/)7(-.l(gp(.(&2010&11&()/)7*/l6/l(
l/*/K1%.8l 8p:&&/.l*/87-/.)/&D/g(D/lg7*(T(--/&*//-)7)*/ll/
lH6*(l/pl7((J
http://ing.unne.edu.ar/pub/Geotecnia/2k8-04-10/l3-pcs.pdfhttp://clubensayos.com/Ciencia/Ensayos-De-Laboratorio/590328.htmlhttp://geotecnia-sor.blogspot.com/2010/11/consistencia-del-suelo-limites-de_19.htmlhttp://geotecnia-sor.blogspot.com/2010/11/consistencia-del-suelo-limites-de_19.htmlhttp://es.slideshare.net/DiegoDelgadoTorres/determinacin-del-limite-liquido-y-limite-plastico-okhttp://es.slideshare.net/DiegoDelgadoTorres/determinacin-del-limite-liquido-y-limite-plastico-okhttp://ing.unne.edu.ar/pub/Geotecnia/2k8-04-10/l3-pcs.pdfhttp://clubensayos.com/Ciencia/Ensayos-De-Laboratorio/590328.htmlhttp://geotecnia-sor.blogspot.com/2010/11/consistencia-del-suelo-limites-de_19.htmlhttp://geotecnia-sor.blogspot.com/2010/11/consistencia-del-suelo-limites-de_19.htmlhttp://es.slideshare.net/DiegoDelgadoTorres/determinacin-del-limite-liquido-y-limite-plastico-okhttp://es.slideshare.net/DiegoDelgadoTorres/determinacin-del-limite-liquido-y-limite-plastico-ok