laboratorio de suelos 12 corregido

7/24/2019 Laboratorio de Suelos 12 Corregido

1/100

INGENIERIA CIVILMATERIA: GEOTECNIA I

PROF: EVA LOMBANA PAZ

INFORME:LABORATORIOS DE

GEOTECNIA l

UFPS 2015

pg. 0


2/100



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


3/100



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


4/100



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


5/100



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, -,


6/100



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. !


7/100



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. "


8/100



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. #


9/100



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+ )


10/100



# E;UIPO Y MATERIALES

T* $R+,)+/;+-+ - ,9 )+, *+(%

B(- - ,+-,/7/(/66 6+ $0@1 %

pg. %


11/100



H*- I-69,*/( 6+ S+6

pg. 10


12/100



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


13/100



4< C(, (, *+, 9+,*, +- +( *- 6+ ,+6 9- +)+*9* 6+105 C )* 9- /+) 6++*/-6 6+ 2 *, $- +, 7+-6*+,


14/100



"# 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


15/100



= > =( ? 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


23/100



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


25/100



-,*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+ *-,


26/100



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@ ,/ +,


27/100



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 +,


28/100



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


32/100



C.-(. ' P/.()).

E- +( S/,+ U-//6 6+ C(,///4- 6+ ,9+(,@ ,+ /-*69= 9- 6///4-+- ( * 6+ P(,//66@ ( ,+ 9+,* +- ( /9*

pg. 31


33/100



pg. 32


34/100



L 6///4- ,+ *+/+*+ (, ,9+(, 6+ **/7 6+ ( (?-+ A@ - ?-6/+ )(8,/)*+-6/6 +-*+ < #. L, 6/,/-, *9), 6+ ,9+(, /-,


35/100



# 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


36/100



T* 6-6+ ,+ 6+),/4 ( *++*/6 9+,* *++-/6 6+ ,9+( +- 6 /

)* 7+-+* ,9 )+, < 7/>- )* (;* ( 9+,*.

5# PROCEDIMIENTO

pg. 3!


37/100



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"


38/100



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#


39/100



+,-6 ( 9+,* 6+ ,9+( ,+@ ,+ *+/* 6+ ( * - ( 9( ,+ ,+4

)* ),*( *


40/100



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%


41/100




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


42/100



-,/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-

+( +,6 )(8,/@ +- 9+ +( ,9+( ,+ )* )(8,/+-+

+( +,6 ,+/,4(/6@ +( ,9+( - 6/,/-9-/, 6+(7**/ 9+ -,/,? +- (* +( ,9+( *+(6+6 +- 9- ),9(@*-6 +- +( ,9+( 9- *-9* 6+ +,)+,* 6+ 6, /(?+*, +- 6 ( )*+)*9-6@ < +- +*** ( *-9* ()+-6 ,++-+ ( ),9( -* 9-,9)+*//+ 69* +( ,9+( +-? +( -+-/6 6+ 9 **+,)-6/+-+ ( (?/+(/9/6 9-6 (, 7*6+, /-+*/*+, 6+ ( *-9* ,+ =9-- ,/- +(*,+ ( 76+ /+* -+* 6+ ()+,.

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

**+,)-6/+-+@ +- *6+-6, -*(+,@ + /-+*)(* )* ( 9+66**+,)-6/+-+ 25 ()+,. L 9+66 7+-/6 +, +( L?/+ L?9/6. ,+- +(>6 )9-9(@ 9(/)(/* )* 9- * $9+ 6+)+-6+ 6+( -+* 6+ ()+,% (9+66 7+-/6 < 7+-+* +( (?/+ (?9/6 +( *+,9(6 6+ (9(/)(//4-.

pg. !3


55/100



C+. ' C..-.,'

S+ 9/(/ )* 6++*/-* +( -+-/6 6+ 9+66 - +( 9+ (, ,9+(,

*/((,, ),- 6+( +,6 )(8,/ (?9/6.

S+ )-+ 6+ 9- *+/)/+-+ 6+ (4- +*?7(+@ +-/, 6+ (+; < -/;+(=9,7(+ -6* 6+ ()+, < 7,+. D/,)-/7(+ +- 6, ;+*,/-+,@ 9-/-/+--9( < - *. E( *-9*6* ,+ )/6+ )* ,+)*6

4 ACANALADOR

E- ( -* UNE 103103' ,+ + *++*+-/ 9- -(6* -*(/6@

+( 6+ C,*-6+@ - ( ),/7/(/66 6+ 9,* *, 6,: 9- 9*; 6+ ASTM < +(

* 9+ 6+ H;-( ,+ 7/+-+ ,/+)*+ ( /, )*9-6/66 6+ ,9*. M/+-*,

9+ +( -(6* 6+ ( ASTM /+-+ +( /--;+-/+-+ 6+ - -*(* ( (9* 6+

,9*.

pg. !


56/100



L. C-*. ' F/&+

C,*-6+ 7,+*;4 9+ +( -+* 6+ ()+, -++,*/, )* +*** ( *-9*6+)+-6? 6+( -+-/6 6+ 9 6+( ,9+( < 9+ 9-6 9- ,+*/+ 6+ *+,9(6,6+ 9- ,9+( ,+ *+)*+,+- +- 9- */ 6-6+ +( +=+ 6+ ( 9+66 +, */>/< +( +=+ 6+( -+* 6+ ()+, +, (*?/@ +,, *+,9(6, *- 9- (?-+*+. E, 9*; 9+ ((6 9*; 6+ (9=.

L, ;+-=, 6+ */*( 6+ +,+ 6 ,-: ( 9*; )9+6+ ,+* 6/79=6 -

), )9-,@ ,+ )9+6+- 6++* 8, 8/(+-+ (, +***+, +- 9- (?-+ *+$+,( ,+/(*?/% 9+ +- 9- (?-+ 9*; $+,( */>/% < +( ?-6/+ 6+(9= )9+6+ ,+* 6+/-/6 )* ( )+-6/+-+ 6+ ( *+ $;+* F/.%.

E, 9*; )9+6+ ,+* *+)*+,+-6 )* ( ,/9/+-+ +9/4-:

pg. !!


57/100



c F L N C $1%

D-6+:

c : -+-/6 6+ 9+66 +- )*+-=+ 6+ ,9+( ,+.

F : -,-+@ ((6 d?-6/+ 6+ (9=b.

N : -+* 6+ ()+,.

C : -,-+.

E( -+* 6+ ()+, dNb )9+6+ ,+* -,/6+*6 *+)*+,+-6 )* ( 9+*/9( N ;++, ( 9+* +=+*/6 +- ( )(//4- 6+ 9- ,( ()+. L *+,/,+-/( *+ 6+ 9- ,9+( +, 7;/+-+ )*)*/-( ( 9+* *+9+*/6 )*)*69/* 9- 6+*/4- 66 $+- -9+,* , +( /+**+ 6+ ( *-9*%. E--+,@+( -+* 6+ ()+, dNb 6+ ( +9/4- $1%@ )9+6+ ,+* 6 )*)*/-(

d,b@ ( *+,/,+-/ ( *+ 6+ 9- ,9+(@ < )9+6+ ,+* +,*/ :

c F L , C1 $2%

D-6+ dC1b +, 6/+*+-+ dCb 6+7/6 9+ d,b +,8 +)*+,6 +- 9-/66+,?,/,.

L8)(' P/()+ @LP*/@ < 7+-+*@ ,/ 6/ 7/ ;(9>*/ 9**+@ 9- /-6//4- 6+ (

-/66 6+ +,+ 7/@ +, -++,*/ +* 9- +-,


85/100



O7+-+* +( -+-/6 6+ 9+66 )* 6+7= 6+( 9( - ,+ )*+,+-

7/ 6//-( +- +( ;(9+- 6+ 9- , 6+ ,9+( < 7+-+* 9-/-6//4- 9-//; 6+( 7/ ( 9+ )9+6+ 9**/*.

4# E;UIPO

T*. E,)89( < *, +* )* 6/* 9 C) 6+ C,*-6+ B(- H*- - +)+*9* *+9(7(+ )* -+-+*( 110C ^ 5C T/ N 0

# MARCO

TEORICO

pg. $


86/100



E- +( +,6 ,+/,4(/6@ +( )*+, +( 6+*+//+- 6+ ;(9+- 6+( ,9+( +,)*+/,+-+ /9( ( ;(* 6+ 9 )+*6/6 )* +;)*/4-. S/- +7* 9-6

+( -+-/6 6+ 9+66 ((+ 9- /+* ;(* ?-/@ ( 9+,* 6+= 6+6/,/-9/* ,9 ;(9+- - ( )>*6/6 6+ 9+66 )+* +( )+, 6+ ( 9+,*-/- 6+*+/+-6.

P9+6+ 6+/*,+ 9+ +- +,+ )9- ( 9+,* ), 6+ 9- +,6 ,+/,4(/6 9-,4(/6. E( (?/+ +-*+ (, 6, +,6, +, *6 )* +( 7/ 6+ (* 6+ ,9* (* < +( -+-/6 6+ 9+66 **+,)-6/+-+ 6/ (?/+ A+*7+* (6+-/-4 d(?/+ 6+ -*/4-b.

E- +( +,6 ,+/,4(/6@ (, ;?, +,8- )(++-+ ((+-, 6+ 9. L,9)+*//+ (/7*+ 6+ 9 ,+ ((/ 6+-* 6+ ( ,9)+*//+ 6+ ( 9+,* < (

+-,/4- ,9)+*//( +=+*+ +- ( ,9)+*//+ ++*/* 6+ ( 9+,* 9- )*+,/4-6/,*/79/6 9-/*+@ )*7(+ ( )*+,/4- ++*- 9-6 9- )*+,/4-/6*,8/ +- 6 )9- )+*)+-6/9(* ( ,9)+*//+ ++*- 6+ ( 9+,*. P*+, *4- +( /*+ - )9+6+ +-** +- ( */((


87/100



F/9* 1. E,6, 6+ C-,/,+-/ < C-*/4- 6+ 9- S9+( - A(

C-+-/6 6+ A*/((.L?/+ 6+ C-*/4- $ASTM D2#%

U- 9+,* 6+ ,9+( ,+6 (+-+-+ $,+/6 6+,+/4-%@ **8 9-+-/, )/(* +-*+ (, *-, /-6/;/69(+, 6+( ,9+(. C *+,9(6@ (,+,9+*, +-*+ (, *-, $+,9+*, ++/;, /-+**-9(*+,%@ 9+-*8- < +(,9+( 6/,/-9/*8 6+ ;(9+-. A +6/6 9+ ( -*/4- -/-@ +( +-/, ,++ 8, )+9+ < (, +,9+*, )/(*+, ,+ /-*++--@ ( 9( *+69+ -8, +( ;(9+-. S+ ((+ , 9- )9- 6-6+ - <


88/100



,9)+*//+@ 9+ 69/+*+ )*/+-/ 9-/*+ $)*6% 6+7/6 ( *+(+/;/66 +-(, 7/, +- ,9)+*//+%.

T7/>- )9+6+ 6+/*,+ 9+ +( (?/+ 6+ -*/4- +, +( +-* -+-/6 6+9+66 ( 9+ 9- 9+,* 6+ ,9+( - *+69/*8 ;(9+- - ),+*/* ,+6.

D++*/-/4- 6+( L?/+ 6+ C-*/4-

A+*7+* $1'11%@ *//-(+-+ *7=4 - )+9+, 7**, 6+ */(( 9+ 6+=4,+* (+-+-+. O7,+*;4 +( )9- +- +( 9( +( (* 7/7 < ( /,/+) -4 9+ ( (-/96 +* +,+-/(+-+ ?-/ +- +,+ )9-.

T+*/ )*)9, 9+ 9- )6*? +6/* +( ;(9+- ,+ < ( , ,+ < ( ;+(9(* +( -+-/6 6+ 9 +- +( )9- 6+ ?-/ ;(9+-. E- ( /9* 2 ,+/(9,* +,+ )*+6//+-. U- )+9+ -/66 6+ ,9+( 6+ , ( M/ ,+( +- 9- )+9+ *+/)/+-+ 6+ ;(9+- -/6 V/ < ,+ )+*/+ 9- ,+6(+-. L9+ 6+ +-+* ( , ,+ ( *- M,@ +( ;(9+- ,+ ,9+( ,+ V6 ,+/6+ )+,-6 ( -/66 6+ +*9*/ 9+ ( 9+,* 6+ ,9+( 6+,)(. E( (?/+6+ -*/4- ,+ (9( )*/* 6+ (9- 6+ (, ,/9/+-+, +)*+,/-+,:

A7, +9/-+, **+,)-6+- (, 6, )*+, 6+ ( /9* 2 < )9+6+ ,+*8/(+-+ 6+*/;6 6+ ( /9* < (, 6/*, 6+ ,+ 6+( ,9+(.

pg. $#


89/100



F/9* 2. D++*/-/4- 6+( L?/+ 6+ C-*/4- 7,6 +-:

$% M, (. $7% C-+-/6 6+ 9+66.

A9-9+ +( (?/+ 6+ -*/4- 9+ 9- ))9(* )*9+7 6+ (,///4- 69*-+(, , 20@ +,8 ,9=+ -,/6+*7(+ /-+*/697*+ < )* +(( - ,+ )*/8,. E( +-,


90/100



U- 6+ (,


91/100



".%@ ,+ 9+,* +- ( /9* '. S+ +/+-6+ 9- (?-+ 6+,6+ +,+ )9- (, *6+-6, 6+( (?/+ (?9/6 + ?-6/+ 6+ )(,//66 +- ( * 6+ )(,//66

< +( (?/+ 6+ -*/4- +, 6-6+ >, (?-+ *9 +( +=+ 6+( (?/+ (?9/6.A9-9+ - +, 9- )*+6//+- +@ +, ( ,9//+-++-+ )*/6 )**7= +>-/. N 7,-+@ ( )*9+7 6+( (?/+ 6+ -*/4- ++96,+- ( -* ASTM@ ) +, )*/9(*+-+ +. S/ )9+6+ 7+-+*,+ 9-+,/6 *-7(+ 6+( (?/+ 6+ -*/4- 6+ ( * 6+ )(,//66 $;+* /9*3%@ +--+, +( +-,( 7,+*;4 (?/+, - 7=, " )**/((, -*/((-?/,. S9+(, +- +( (?/+ 6+ -*/4- +-6*8- 9- 96 ,/)(//6 6+ C,*-6+@ 6+ *6+-6, ,7*+( * 6+ )(,//66 < 9/(/-6 ( ++*? -(?/ )9+6+ (9(*,+ (+9/4- )* ((* +( (?/+ 6+ -*/4-:

T+*/ ,9/*/4 9- >6 6+ 6++*/-/4- 8, ,/)(+ 6+ 6++*/-/4- 9+ +(9/(/6 )* A+*7+* $+6//-+, *+9+-+, 6+ (-/96 < )+, 6+ 9- /,)*/, , - )*+,+-* 6/,/-9/4- 6+ ( (-/96%@ 9+ -, 6+ +( )+, */ **+,)-6/+-+ ( -/;+( 6+( *. E- +( ,/,+ >*/ +, /9( 1.0-g.

P* 7+-+* +( (?/+ 6+ -*/4- 6+ ( 4*9( -+*/* 6+7+ 6++*/-*,+ +(;(9+- 6+ ( 9+,* ,+ 6+( ,9+( < +( )+, +,)+?/ *+(/; 6+ (, ,4(/6,6+ ( 9+,*.

L P97(/ R6 A6/-/,*/- $USA%@ 6+,**((6 * >6 )* (6++*/-/4- 6+( (?/+ 6+ -*/4- 6+ (, ,9+(, +- 6-6+ - ,+ *+9/+*+-* - +( )+, +,)+?/ *+(/; 6+ (, ,4(/6,. E- +,+@ +( ,9+( ,+ *+(6+, 9- -,/,+-/ +*- ( (?/+ (?9/6@ 6/+-6 9 ,/ +, )*+/, < ,+((+- 9- 8),9( 6+ ;(9+- -/6. L ,9)+*//+ ,+ (/, - +,)89( < ,+)*++ - ;/6*/ ,+ ,+ ( *- < ,+ )+, , +-+* )+, -,-+@ 9+ ,+-. S+ 6++*/- +( ;(9+- 6+ ( 9+,* ,+ < ,? ,+ /+-+- (, -/66+, :

V1 ;(9+- 6+ ( 9+,* +6@ /9( ( 6+ ( 8),9(.Q1 )+, 6+ ( 9+,* +6V2 ;(9+- 6+ ( 9+,* ,+

Q, )+, 6+ ( 9+,* ,+

E- ( /9* 5 ,+ 9+,*- (, -/66+, -+*/*+,@ ,/+-6 /9(+, (, +,(, 1* 1 g. A,?@ ( *+(/4- 6+ 6/,/-9/4- 6+ )+, )* )>*6/6 6+ 9 +- +(,+6 +, 9- *+ - 5 6+ /-(/-/4- )* 9+66+, ,9)+*/*+, ( (?/+6+ -*/4-.

F/9* 5. G*8/ 9+ /(9,* ( 7+-/4- 6+( (?/+ 6+ -*/4- ,+- +( >6PRA.

pg. %2


94/100



E( )9- $2% *+)*+,+- +( (?/+ 6+ -*/4- ,+8-6( 6+,6+ ( -6//4-/-//( $1%. A( ((+* ( ,+6 ( $3%


95/100



L -*/4- < */+, 6+ -*/4- ,- 9,6, )* +;)*/4- 6+ (,9)+*//+ +- (/, ,+,@ 6/,/-9


96/100



5# PROCEDIMIENTO

1. L 9+,* ,+ ,+ ( /*+ < ,+ / )* +( / N. 0@ ,+ - 30*, 6+( +*/( ),-+@ ,+ +( - 9 , 7+-+* 9- (9/6+6+96 < 9- 9+66 +*- ( (?/+ (?9/6.

2. L 9+,* *+, ,+ ( +- +( *+/)/+-+ 6+ -*/4- ,/- 6+=*-/-- ;/4@ )* +(( ,+ *+/+-6 ((+-* +( *+/)/+-+ +- *+, ), 6 +. P* +(( ((+-, +( *+/)/+-+ - +*9*/ ,++-* < ,+ *+/* +( +*9*/ ,7*-+. E( +*9*/ *++-/6 +- +( *+/)/+-+,+ ;/+*+ +- 9- )*7+ *696 < (++, 6/*++-+ ;(9+- 6+(*+/)/+-+ /9( ( ;(9+- 6+( 9+,* 9+66.

5. A* 6+7+, 6++*/-* +( ;(9+- 6+ ( 9+,* ,+ 6+( ,9+(. E(*+/)/+-+ 6+ ;/6*/ 6+ 5# 6+ 6/8+*@ ,+ ((+- 6+ +*9*/ ,6+***,+@ ,+ +-* ,? -/;+(6@ ,+ ( +,+ *+/)/+-+ ,7*+ ((8/- 96*6@ ((? ,+ *++*8 +( +*9*/ 6+,)(6 )* ( 9+,*. A-/-9/4- ( 9+,* ,+ ,+ 6+),/ ,7*+ ( ,9)+*//+ 6+( +*9*/ -6( ,9+*/6. L-/66 6+ +*9*/ 6+,)(6 ,+ *++@ ,+ )+, < ,+ -+ +(

pg. %!


97/100



)+, +,)+?/ 6+( +*9*/ 9+ +, 13@" *. g )6+, (9(* ,9;(9+- 6+,)(6.

UNIVERSIDAD FRANCISCO DE PAULA SANTANDERLABORATORIOS DE SUELOS CIVILES

LIMITE DE CONTRACCIN ESTRATO N 1

DESCRIPCIN : A*+-, L/,, < */((,,@ < *; *+- (/,.

PRUEBAS 1T) N. P+, 6+ ( ) $*.% 5@'P+, ) ,9+( +6 $*.% 3"@'P+, ) ,9+( ,+ $ * % 30@1P+, +*9*/ 6+,(=6 $*.% 233@33P+, +*9*/ +- ( ) $*.% 2##@'3H9+66 6+ ( 9+,* $% 2#@"3V(9+- 9+,* +6 $ 3% 20@'0V(9+- 9+,* ,+ $ 3% 1"@&0L?/+ 6+ -*/4- $ % 10@'3

D+-,/66 6+( +*9*/ 13@5" *3

REALIZADOPOR:


pg. %"


98/100



7# CLCULOS

ESTRATO N 1QMH ) 3"@' QMS 2@"1QMS ) 30@1 QHG ".&

Q) h 1 5@' Q

10061,24

8,6

2#@"3QH ) 2##.'3 QH 2#2.QFH ) 233.33 QFH 22#@&

iH 13.5" 3

V/ QH 56.13

44,272

20@' g iH

V QH 56.13

84.227

1".&0g iH

L Q $V/ V% i 2#@"3 $20@'1"@&0%$1%$100% 2#@"3 1"@"" Q, 2@"1

L 10@'#

pg. %#


99/100



!# CONCLUSIONES

S+ )9+6 6++*/-* +( (?/+ 6+ -,/,+-/@ +( (?/+ 6+ )(,//66 6+ (9+,* (+*6 6+ ,9+( 7+-/6 3 M 6+ )*9-6/66. D+ 9+*6 - (,*8/, 7+-/6,@ -4+,+ 9+ < ;*? 9 +( -+-/6 6+ 9@ +, ,+6+7+ 9+ - 97 9- 79+- +-//4- 6+( ,9+( - +( 9.C- ( )(//4- 6+ (, +-,- +, +)+*/+-/ +, 9- )(++- 6+ ( +*? ;/, +-(,+ )* +=+)( )6+, ,7+* 9+ +( -+-/6 6+ 9 (9(6 )*+( (?/+ (?9/6 +, +( 9+ ,+ /+-+ 9+ (** )* +-+* 9- *+,/,+-/ ( *+ 6+(,9+( 6+ K)/ )*/6+-+ K)/ S+- C,*-6+. T7/>- - +( ;(* 6+(

?-6/+ 6+ )(,//66 ,+ )9+6+ ,7+* 9+ - )(8,/ +, +( ,9+( < - +(( ,7+*9+ )*/6+-+ 9+ -, /-+*(+, 6+ */(( ? )*+,+-+, +- ( , 6+,9+(.

pg. %$


100/100



# 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

laboratorio de suelos 12 corregido

Documents