Estabilización Suelo Cemento

7/25/2019 Estabilización Suelo Cemento

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ÍNDICE

PÁGINA

1. INTRODUCCIÓN……………………………………...……………………………….22. OBJETIVOS…………………………………………………………………………….33. EQUIPOS………………………….…………………………………………………….34. MATERIALES………………………………………………………………………….45. PROCEDIMIENTO..……….…….……………………………………………………..46. TABLAS…………………..……………………...……………………………………..5

6.1. FORMATO DE CÁLCULO………………………………………………………...56.2. GRÁFICOS………………………………………………………………………...11

. CONCLUSIONES…………..……………………………………………………..…..21!. RECOMENDACIONES……………….………………………….……...……………22". BIBLIOGRAF#A………………………………………………….……………………221$. LIN%OGRAF#A……………………………………………………………………….2211. ANE&OS………………………………………………………….……………………23

11.1. IMÁGENES………………………………………….……………………..2311.2. CÁLCULOS T#PICOS…………………………..…………………………25

1. INTRODUCCIÓN

ESTABILIZACION DE SUELOS.- E' () *+,-(', *,+ () -/) '( 0(,+/ () '(),0,-/, '' -/+/-(+7'-/' */+/ 8( ('( '(/ /-(*/9)(, y *(/ /)-/:/+ ),'+(8',' /,'; ( ' 0<' /0*), '(,; )/ ('/9):/-= -)>( )/ -,0*/-/-=;() +(/(; )/ *+(?-,',)/-= > )/ *+,(--= ( )/ '*(+-( -,+/ )/ (+,'= > )/)+/-= ( )/ @0(/ ' (09/+,; /) +0, ('/9):/-= '( )( /+('+(, +//)0(( ' /)-/-( / ',), /'*(-, /) 0(,+/0(, () '(), )/0,-/-= () *+,*, 0/(+/) () '(),.



Hoja 2 de 36

L/ ('/9):/-= 870-/ -,''( ( )/ -,+*,+/-= ( /,' /) '(),; ( 0/(+/ 8( /-(870-/0(( ',9+( )/' *+,*(/(' ( ('(. L,' *+,-(0(,' 0<' ):/,' ', )/E'/9):/-= -, -/) > )/ E'/9):/-= -, -(0(,; /8( /09 '( ):/ ,+,' /,';('/-/, ),' *+,-(',' ( E'/9):/-= -, )/(' @+,-/+9,/,' > )/ E'/9):/-= -,

-),++,'; /8( /09 '( (,0/ ('/9):/-= / )/ 0(:-)/ ( ,' '(),'; -,-+(/0((('( *+,-(', '( (,0/ ('/9):/-= 0(-<-/; ( () 8( () '(), *+('(( ( )/ :,/ ( )/-/++((+/ '( 0(:-)/ -, ,+, '(),; ( /*,+/-=; 8( 0(,+/ )/' *+,*(/(' () *+0(+,; ('/0(:-)/ *(( '(+ /09 ( 0<' ( ,' '(),; /8( )/ ('/9):/-= 0(-<-/ (' *+,-(',8( /*(/' '( ):/.

ESTABILIZACION SUELO – CEMENTO.- S( (( /) '(),?-(0(, -,0, 0/(+/)()/9,+/, / */++ ( / 0(:-)/ ( '(),' ,' >, +/)/+('; -(0(, > //; )/ -/) '(-,0*/-/ > '( -+/ */+/ ,+0/+ 0/(+/) (+(-, -, *+,*(/(' 0(-<-/' ('*(-7-/'.E) -,(, ( -(0(, ( *(', '()( '(+ () ,+( () 3 /) H ( *(', ( 0/(+/)(' '(-,' > /

)/+, *)/:,; ' +(''(-/ / -,0*+('= '()( '(+ '*(+,+ / 4 MP/. E) -,(, ( // '( ()( */+/ ,9((+ 0(:-)/' ( -,''(-/ '(-/ 8( *(+0/ ' -,0*/-/-= -, +,)),.E) '(),?-(0(, '( '/ ,+0/)0(( -,0, -/*/ ( /*,>, ( ,+,' 0/(+/)(' +//,' -,-(0(, , ( -,-+(, @+<)-, , 9( -,0, -/*/ +(''((; 9/, -/*/' 90,'/'; (9, /)/' 0)*)(' (//' 8( (( ),' '(),' +//,' -, -(0(,; (+',' */7'(' ), /*)-/ (,+0/ -/' ((+/)://.L/ 0(,+/ , 0,-/-= -, -(0(, '( '/ ((+/)0(( -, '(),' ( +/, ,; *)<'-,' > /(-(' -, @0(/(' /+/)(' (-('/' -, -)/(' ( -,0*/-/-=; (*/'/ > 9//-/*/-/ ( ',*,+(; */+/ '/+ '(),?-(0(, ( -/++((+/' (' () /'*(-, ( *+,(--= () 0(,/09((; () -/) -// (: 0*,( 0/>,+(' )0/-,(' */+/ )/ 9'8(/ > (*),/-= ( 9/-,'

( 0/(+/)('; *+<--/ *,+ 0-@,' /,' )://. F/)0((; )/ *,'9)/ ( +(-+ ('*(',+('( -/*/' 8( -,,+0/ )/ ('+-+/ () */0(, ' '0+ )/ -/*/-/ ('+-+/) ( )/0'0/.

2. OBETI!OS2.1. OBETI!O GENERAL

• A*)-/+ () 0,, ( ('/9):/-= 870-/

2.2. OBETI!OS ESPECÍ"ICOS

D((+0/+ () -,(, ( @0(/ () -,, KH

D((+0/+ )/ ('/ @0(/ K 0ɣ

D((+0/+ )/ ('/ '(-/ K ɣ

C/)-)/+ )/ +/(/ ('*(-7-/ () '(), KG'

C/)-)/+ )/ +/(/ ('*(-7-/ () -(0(, KG-• D((+0/+ )/ +()/-= ( /-7,' K(• D((+0/+ )/ *,+,'/ KH• D((+0/+ () +/, ( '/+/-= () // KGH

Grupo N°5



Hoja 3 de 36

• D((+0/+ () +/, ( '/+/-= () /+( KG/H• C/)-)/+ )/ -/*/-/ ( -/+/ () '(), K8-

3. E#UIPO

• M<8/ CMBA?RAM• M<8/ (+'/)• ,+,• B/)/:/• R(-*((' 0(<)-,'• P/)'+(• F)(=0(+,• P/)/• A+('/• T/9)/ +*)(• R(-*((' *)<'-,'• T/0: 4

Grupo N°5



4. MATERIALES

M('+/' ( '(),C(0(,A/

M/'-/+))/

5. PROCEDIMIENTO

5.1.1. P('/+ 26$$$ + ( '(),5.1.2. P('/+ () *+0(+ *,+-(/( ( -(0(, K6;5 H5.1.3. A/+ () -(0(,5.1.4. M(:-)/+ /(-//0((5.1.5. A/+ // @/'/ () -,(, ( @0(/ =*0,5.1.$. P('/+ ( (-/+ -// /9)/ +*)(5.1.%. C,),-/+ )/ /9)/ +*)( ( )/ 0<8/ CMBA RAM

5.1.&. C,),-/+ () '(), -(0(, ( 3 -/*/'5.1.'. C,0*+0+ () '(), -(0(, */+/ ,+0/+ () 9),8(5.1.1(. P('/+ () 9),8( /9)/ +*)(5.1.11. M(+ )/ /)+/ () 9),8(5.1.12. L)(/+ () 9),8( */+/ -,),-/+ ',9+( ),' 0(',('5.1.13. D(/+ '(-/+ 7/'5.1.14. T,0/+ () *(', '(-, /9)/ +*)(5.1.15. C,),-/+ () 9),8( ( )/ 0<8/ (+'/)5.1.1$. A*)-/+ )/ -/+/ */+/ ((+0/+ )/ -/*/-/ ( -/+/ () '(), K8-

$. TABLAS

$.1. "ORMATO DE CÁLCULO

UNI!ERSIDAD T)CNICA DE AMBATO"ACULTAD DE INGENIERÍA CI!IL * MECÁNICA

CARRERA DE INGENIERÍA CI!ILMECÁNICA DE SUELOS II

GRUPO + 5SETO B

NORMA/ ASTM/ S221$ – %1TABLA + 1

ESTABILIZACIÓN SUELO CEMENTO



DETERMINACIÓN DEL CONTENIDO DE 0UMEDAD ÓPTIMO

DETERMINACIÓN DEL CONTENIDO DE 0UMEDADD678 $,59 139

N: MUESTRA 1 2 3 4 5N: RECIPIENTE 15 13 25 21 4PESO 0;MEDO < RECIPIENTE =>?<>@ @. 134;! "4;" "!;2 124;6 112PESO SECO < RECIPIENTE =><>@ @. 11;6 !3; !;2 1$";1 "5;PESO DEL RECIPIENTE >@ =@. 26;" 25;2 25;5 25; 24;

PESO AGUA => =@. 1;2 11;2 11 15;5 1PESO DE LA MUESTRA SECA => "$; 5!;5 61; !3;4 $;

CONTENIDO DE 0UMEDAD >9 1!;"6 1";15 1;!3 1!;5"24;

1CONTENIDO DE 0UMEDAD PROMEDIO 1";$6 1!;21DETERMINACIÓN DE LA GRA!EDAD ESPECÍ"ICA DEL CONUNTOG@6F6F 6 FH H 2.6@6F6F 6 FH ?8J 2."$59 SH "3.5 !9C?8J 6.5 13

G@6F6F 6 FH 8K8J 261."!25 263."65

UNI!ERSIDAD T)CNICA DE AMBATO"ACULTAD DE INGENIERÍA CI!IL * MECÁN


GRUPO + 5SETO B

NORMA/ ASTM C2', AAS0TO T1'.TABLA + 2

ESTABILIZACIÓN SUELO CEMENTON: BLO#UE 1 2 3 4 5 $ %PESO BLO#UE 0;MEDO < 6"$ 3$1 6636 6462 115 6$2 4



TABLA =@PESO DEL BLO#UE SECO <TABLA =@

62"4 66!2 6$5" 5!"2 65"1 61!1 6!

PESO DE LA TABLA =@ >J 245; 243;4 241;5 244 244;4 244;1 24PESO DE LA MASA DE SUELO

>? =@

6$4!;3 643!;6 5!1;5 564! 6346;6 5"36;

"

65

DETERMINACIÓN DEL !OLUMEN DEL SUELOLONGITUD DEL BLO#UE=? 2";2 2";1 2";1 2";2 2";2 2";1 2"ALTURA DEL BLO#UE =? 1$;1 1$; ";1 ";6 1$;6 ";5 1$BASE DEL BLO#UE =? 14 14 14 14;1 14;2 14 14!OLUMEN DE LA MUESTRA !?=?3

412!;!!

435";1! 3$;34

3"52;51

43"5;1!

3!$;3

44!

DETERMINACIÓN DEL PESO !OLUM)TRICO DE LA MASAɣ?>?!? =@?3 1;464 1;4 1;56" 1;42! 1;443 1;533 1;4

1;4!5 1;4!!

DETERMINACIÓN DEL PESO !OLUM)TRICO SECOɣF ?=1< =@?ɣ

3 1;24 1;25"



GRUPO + 5SETO B

NORMA/ NTE INEN 15$TABLA + 3

ESTABILIZACIÓN SUELO CEMENTODETERMINACIÓN DE LA DENSIDAD DEL CEMENTO 0OLCIM

PROCESO DENOMINACIÓNM/'/ () P-=0(+, 01 145;$$ +

M/'/ P-=0(+, C(0(, 02 2"5;$$ +M/'/ P-=0(+, C(0(, G/',)/ 03 625;$$ +

M/'/ G/',)/ A// K04 03 ? 02 04 33$;$$ +M/'/ P-=0(+, 5$$ -- ( G/',)/ 05 513;$$ +

M/'/ 5$$ -- ( G/',)/ K06 05 ? 01 06 36!;$$ +D('/ ( )/ G/',)/ $;36 +

M/'/ ( G/',)/ ('/),// *,+ () -(0(, 0 3!;$$ +M/'/ () C(0(, 0- 15$;$$ +

V,)0( ( G/',)/ ('/),// V,)0( -(0(,//, V- 51;63 -03

DENSIDAD DEL CEMENTO K- 0- V- - 2;"$5 +-03





GRUPO + 5SETO B

NORMA/ ISOTS 13%25

TABLA + 4ESTABILIZACIÓN SUELO CEMENTO

DJ@?8678 F H6 @J86 ??6 y @J86 6F?HL, A-@, A), Á+(/

C6@6=QN C6@6 6F 6F@?

2";2 14 1$;1 141;4 52;2 5321;1$ 3;63

42;3"

1!;!2

21;2$2";1 14 1$; 14";! 65;! 6$;44 44;! 22;3"2";1 14 ";1 12;4 54;3 5535;1 43;45 21;22";2 14;1 ";6 135;36 5! 5"12;33 43;6! 21;!42";2 14;2 1$;6 15$;52 41;" 421;15 2!;3!

55;4"

14;1"

2;42";1 14 ";5 133 !2;3 !3!";4$ 63;$! 31;542";2 14;1 1$;" 153;6" "$ "14;31 5";6" 2";!52";2 14 1$;! 151;2 1$5 1$$3;36 $;" 35;3"2";2 14;1 1$;! 152;2! 12$;4 1223;1" !$;6$

2;!"

4$;3$ 36;44

2";2 14;1 1$;" 153;6" 11 11"26;61 ;6$ 3!;!$2";1 14;1 1$;6 14";46 1$1 1$2"5;62 6!;!" 34;442";1 14;1 1$; 15$;! "5;4 "24; 64;46 32;23





GRUPO + 5SETO B

NORMA/ AASTO ? 1$$ ?$ ANTM D!545!

TABLA + 5

ESTABILIZACIÓN SUELO CEMENTOCUADRO DE CÁLCULO

DJ@?8678 F @6F6F 6 FH HMJ@6 8?@ 1

P87?J@ 8?@ USA?5$$ 0)

T?@6J@6 FH 66 y H 8 :C 1C

R8J 8?@ G5?B

P F @8J < H =@ 264;5P FH @8J =@ 21!;5P H => 8 =@ 46;$

P FH 87?J@ < 66 => 8 =@ 643;"

> < > =@ 6!";"

P FH 87?J@ < 66 <H => 8 =@ 62;2

DH66?8J FH 661;

==><> – > 8 =@

"6J@ F @@78 @ J?@6J@6 =V $;""!!G@6F6F E6 =G 2;6$





GRUPO + 5SETO B

NORMA/ ANTM D ? 216TABLA + $

ESTABILIZACIÓN SUELO CEMENTON: BLO#UE 1 2 3 4 5 $ % & ' 1(

?8678 F H6 @H678 F6=

1.$1 $."! $.! 1.$6 1.$$ $.!" $."" $."2 $.62 $.!6

= @?F$."!

$."5 $.

8678 F H6 @F6F =895$.32 4".62 46.66 51.52 5$.$1 4.1" 4".3 4!.$5

3!.24

46.2$ 3

89 @?F 4".53 4!.5 42.$@?8678 FH @6F F@678 FH 66 G

2".5$ 2!.62 33.36 2."" 23.!4 2!.52 26.5 2.2.$

546.5" 4

G @?F 2".! 26.6! 43.@?8678 FH @6F F

6J@678 FH 6@ G6$.5$ 1.3! 66.64 2.$1 6.16 1.4! 3.43 2.23

2."5

53.41 5

G6 @?F $.13 3.32 56.2



%. GRÁ"ICOS

UNIVERSIDAD TCNICA DE AMBATO

FACULTAD DE INGENIER#A CIVIL MECÁNICA

CARRERA DE INGENIER#A CIVIL

MECÁNICA DE SUELOS II

GRÁ"ICA +1

N DE GRUPO 5

CURSO SE&TO BW

NORMA ASTM S2216 X 1

TEMA CONTENIDO DE UMEDAD VS CEMENTO

4 6 8 10 12 14 16 18 20 22

0

5

10

15

20

25

30

W% vs %Cemento

%Cemento

W%





CARRERA DE INGENIER#A CIVILMECÁNICA DE SUELOS II

GRÁ"ICA +2

N DE GRUPO 5

CURSO SE&TO BW

NORMA ASTM C2"

AASTO T1".

TEMA DENSIDAD YMEDA VS PORCENTAJE DE CEMENTO

4 6 8 10 12 14 16 18 20 221.35

1.4

1.45

1.5

1.55

1.6

1.65

1.7

1.75

γm vs %Cemento

%Cemento

γm





CARRERA DE INGENIER#A CIVILMECÁNICA DE SUELOS II

GRÁ"ICA + 3

N DE GRUPO 5

CURSO SE&TO BW

NORMA ASTM C2"

AASTO T1".

TEMA DENSIDAD SECA VS PORCENTAJE DE CEMENTO

4 6 8 10 12 14 16 18 20 221.15

1.2

1.25

1.3

1.35

1.4

1.45

γd vs %Cemento

%Cemento

γd




FACULTAD DE INGENIER#A CIVIL MECÁNICACARRERA DE INGENIER#A CIVIL


GRÁ"ICA + 4

N DE GRUPO 5

CURSO SE&TO BW

NORMA ANTM D ? 216

TEMA RELACIÓN DE VAC#OS VS PORCENTAJE DE CEMENTO



4 6 8 10 12 14 16 18 20 22

0

0.2

0.4

0.6

0.8

1

1.2

Relación de Vacios vs % Cemento

Porcentae de Cemento

Relación de Vacios





GRÁ"ICA + 5

N DE GRUPO 5

CURSO SE&TO BW

NORMA AASTO ? 1$$ ?$ ANTM D!545!



TEMA GRAVEDAD ESPEC#FICA VS PORCENTAJE DE CEMENTO

4 6 8 10 12 14 16 18 20 22

2.6

2.61

2.62

2.63

2.64

2.65

2.66

2.67

Gravedad espec!"ca del conunto vs % Cemento

% Cemento

Gravedad espec!"ca del conunto

UNIVERSIDAD TCNICA DE

AMBATO

FACULTAD DE INGENIER#A

CIVIL MECÁNICA

CARRERA DE INGENIER#A

CIVIL





GRÁ"ICA + $

GRUPO 5CURSO SE&TO BW

NORMA ANTM D ? 216

TEMA HPOROSIDAD VS HCEMENTO




GRÁ"ICA +%

GRUPO 5

SE&TO BW

NORMA ANTM D ? 216

HGRADO DE SATURACIÓN DEL AGUA VS HCEMENTO

4 6 8 10 12 14 16 18 20 220

5

10

15

20

25

30

35

40

45

50

%Grado de saturación del agua Vs %Ceento

%Ceento

Grado de saturación del agua !%G"#







GRÁ"ICA + &

GRUPO 5

SE&TO BW

NORMA ANTM D ? 216

HGRADO DE SATURACIÓN DEL AIRE VS HCEMENTO

4 6 8 10 12 14 16 18 20 220

10

20

30

40

50

60

70

80

%Grado de saturación del aire Vs %Ceento

%Ceento

Grado de saturación del aire !%Ga#







GRÁ"ICA +'

GRUPO 5

SE&TO BW

NORMA ISOTS 1325

CAPACIDAD DE CARGA PROMEDIO VS HCEMENTO

4 6 8 10 12 14 16 18 20 220

10

20

30

40

50

60

70

80

Ca$acidad de carga $roedio Vs %Ceento

%Ceento

Ca$acidad de carga !c#







GRÁ"ICA + 1(

GRUPO 5

SE&TO BW

NORMA ISOTS 1325

CAPACIDAD DE CARGA ADMISIBLE PROMEDIO VS HCEMENTO



&.

4 6 8 10 12 14 16 18 20 220

5

10

15

20

25

30

35

40

Ca$acidad de carga adisi&le $roedio Vs %Ceento

%Ceento

Ca$acidad de carga adisi&le !ad$ro#

C

ONCLUSIONES

• S( ((+0= () -,(, ( @0(/ =*0, *+,0(, ( )/ *+0(+/ 0(:-)/ */+/ )/ ('/9):/-= -, /),+ ( 1".$6H; <,)( / )/ 0(:-)/ 0/>,+ -/*/-/ ( -/+/.

• S( -/)-)= () -,(, ( @0(/ =*0, *+,0(, ( )/ '(/ 0(:-)/ */+/

)/ ('/9):/-= -, /),+ ( 1!.21H; (' (-+ '( 0(,+= / ( '' *+,*(/(' *,+ ), 8( '0>= )/ /9',+-= ( //.



• S( ('/9)(-= () -,(, ( @0(/ =*0, *+,0(, ( )/ (+-(+/ 0(:-)/

8( ( () 23.!"H; (' (-+ '( '0>= ' -/*/-/ ( *(+0(/9)/ *,+ ),8( /9',+9= *,-, 0<' ( // 8( )/' /(+,+(' 0(:-)/'.

• S( -,-)>= 8( 0(+/' 0<' /), () /),+ ( ('/ @0(/ -/ 8( )/

0(:-)/ ('< 0/>,+0(( -,0*/-//; '(, )/ (+-(+/ 0(:-)/ )/ 8( -,((0(,+(' *+,*(/(' -, /),+ ( ('/ @0(/ 1.21 +-03.

• S( (= 8( )/ 0/>,+ ('/ '(-/ (' ( 1.3!" +-03 -,++('*,(( / )/

(+-(+/ 0(:-)/ -, 1".5H ( -(0(,; ), 8( ,' -/ 8( (( 0(,+ -,(, ( @0(/ -, +()/-= / )/' ,+/' 0('+/'; *,+ ), /, () '(), ('0<' -,0*/-, > -, 0(,' /-7,'.

• S( -,-)>= 8( )/ +/(/ ('*(-7-/ ( )/ 0('+/ (' ( 2.6$; )/ -/) -0*)(

-, )/ +/(/ ('*(-7-/ () '(), ( )/ *+,-/ ( T+/@/; )/ -/) '((-(+/ ( ),' +/,' ( 2.5 / 2.!.

• S( ((+0= 8( )/ *+0(+/ 0(:-)/ (( */+7-)/' ( /0/, 0/>,+0((

,+0(' '(, /) / $."!; ('(, 0/>,+ +()/-= ( ('*/-,' /-7,';0(+/' 8( ( )/' ,+/' ,' 0(:-)/' '( *(( (-+ 8( @/> 0<' /+(/ (/0/,' ), 8( +(')/ 8( ('/ 0(,+ -// ( ('*/-,' /-7,'.

• S( ('/9)(-= 8( () -(0(, (' /-,+ 0> 0*,+/( ( )/ ('/9):/-= (

'(),'; >/ 8( 0(+/' 0/>,+ -(0(, '( /+(( / / ((+ 0(,+ *,+,'/ *,+ ((0*), )/ *+0(+/ 0(:-)/ (-(( .45H ( )/ (+-(+/; *,+8( ('< 0<'-,0*/-//.

• S( -,-)>= 8( )/ (+-(+/ 0(:-)/ (( 0/>,+ +/, ( '/+/-= ( // > ('

/) / 43.2H; (' (-+ -,(( 0<' // ('/ 0(:-)/ 8( )/' /(+,+('; *,+ ), /, *,'(( / 0/>,+ *)/'-/ > +/9//9)/.

• S( ((+0= 8( )/ '(/ 0(:-)/ (( 0/>,+ +/, ( '/+/-= ( /+( -, /),+ ( 3.32H; *(+, ('/ *+,*(/ (' ( ('-/'/ 0*,+/-/ -, +('*(-, /)/' /(+,+('.

• S( (= 8( 0(+/' 0<' -(0(, ('/ ( )/ ('/9):/-=; )/ 0('+/

(+< 0/>,+ -/*/-/ ( -/+/; )/ *+0(+/ 0('+/ (' ( 42.3"; )/ '(/0(:-)/ (' ( 55.4" > )/ (+-(+/ (' ( 2.!"; *,+ ), 8( -/ 8( )/ )0/ ('0<' ('/9)(.

'. RECOMENDACIONES

• M(:-)/+ -,++(-/0(( )/' *+,*,+-,(' ( '(), ('/9)(-/' ),+/,/ @,0,(:/-= ( )/ 0(:-)/

• C,),-/+ )/ -// -,++(-/ ( // (/, (-((+'( , -,),-/+ 0>

*,-/ -// ( )/ 0(:-)/• C,),-/+ () '(), ,+0(0(( ( )/ 0<8/ CMBA?RAM; >

-,0*/-/+ -, )/ /9)/ )(+/0((.



• T+/'*,+/+ ),' 9),8(' -, -/, (/, )/ '+(/-= ( ),'

0'0,'.• E'/>/+ ),' 9),8(' ('*' ( 6 7/' */+/ 8( (',' /8(+/

+(''(-/.

1(. BIBLIOGRA"ÍA

• M(-<-/ ( S(),' > C0(/-,('; C/+),' C+('*, V))/):; T(+-(+/ E-=; 1"!5;

E,+/) L0'/; M-,.

11. LINCOGRA"ÍA

o C8J @ J6H678 F H

• @*.-(/.+.(./+(,),/>(,(-/S9'(),Z*+.* • @*.+/)./).(.-,-+',''(('*/)0+/5$$$155)(--,(')(-22Z5

.@0• @*('.')('@/+(.(+(>-1"('/9):/-,'(),'-(0(,• @*'/+.+(,-'-,.,9.*('/)Z+9/09/*9)-,-'2$!3.* • @*3.-.-)F/-)/('I',')/9,+/,+,0(-/-/.@0

12. ANEOS

12.1. IMÁGENES

A8 NW1, SH 6 J6H6@ A8 NW2, P6F6 F ?6J@6H

http://www.virtual.unal.edu.co/cursos/sedes/palmira/5000155/lecciones/lec2/2_5.htm






A8 NW3, SH < ?8J

A8 NW4, MH6 F ?6J@6H

A8 NW5, CH6@ 66

A8 NW$, MJ@6 F 8J8F F

X?F6F



A8 NW%, C?6J6@ H 8 H6

?86

A8 NW&, R6H6@ H H 8 H6

?86

A8 NW', BH

A8 NW1(, BH 6 ?@78



12.2. CÁLCULOS TÍPICOS

N?8H6J@6/

X AHJ@6 FH H

L L8JF FH H B6 FH H! !H?8 FH H

F P 8J6@ ɤ

>9 C8J8F F X?F6F.>@?9 C8J8F F X?F6F @?F.> P FH H .> P FH 66.>? P(', () '(), @0(,.>@ P FH @8J.>J P F H6 J6H6

? P 8J6@ X?F.ɤ

=>J <>? P F H6 J6H6 ? H X?F.=>? <>J P FH H X?F ? J6H6=> <>J P FH H ? J6H6.?1 M66 FH 87?J@?2 M66 FH 87?J@ < ?8J?3 M66 FH 87?J@ < ?8J < 6H86?4 M66 F H6 6H86 6Y6FF6?5 M66 FH 87?J@ < 5(( F 6H86?$ M66 FH 5(( F 6H86F D8F6F F H6 6H86

?% M66 F 6H86 F6HK6F6 @ H ?8J?M66 FH ?8J!!H?8 F 6H86 F6HK6F6 !H?8 F ?8J 6Y6FFF D8F6F FH ?8JA Á@6 FH HP C6@6 RJ86 ??6P RJ86 ??6 @?F 6F? RJ86 AF?H 6F?P RJ86 AF?H P@?F

Gs P RH6J F H SHFWm P F H6 ?66 F H

Ws P F H HF

Ww P FH 66



Wa P FH 6@

Vm=Volumende lamasade suelo

Vs=Volumende los solidos

Vw=Volumendel agua

Va=Volumende aire

Vv=Volumende vacios

P FH H P FH 66G G@6F6F 68 N?@ F ?J@6> P FH 87?J@ ? 66

> P FH 87?J@ ? 66 ? H.

V "6J@ F @@78 @ J?@6J@6

T: T?@6J@6

MUESTRA 1, T6H6 1

CHH FH FH 66.

Ww=(Ww+Wr )−(Ws+Wr)

Ww=134,8gr−117,6gr

Ww=17,2gr

CHH FH FH H .

Ws=(Ws+Wr)−Wr

Ws=117,6 gr−26,9gr

Ws=90,7 gr



CHH FH 8J8F F X?F6F.

W =Ww

Ws ∗100

W =17,2

gr90,7 gr∗100

W =18,96

CHH FH 8J8F F X?F6F @?F. =MJ@6 1 y 2

Wprom =18,96 +19,15

2

Wprom=19,06

=T6H6 2

CHH FH H?8 FH H

V = L∗h∗b

V =29,2∗10,1∗14

V =4128,88cm3

CHH FH FH H X?F

Wm=(Wt +Wm )−Wt

Wm=6294 gr−245,7gr

Wm=6048,3 gr

CHH FH 8J6@ X?F

γm=Wm

V

γm= 6048,3gr

4128,88 cm3



γm=1.464 gr

cm3

CHH FH 8J6@ X?F @?F F H 4 H

γmp=γm1+γm2+γm3+γm4

4

γmp=1,464+1,477+1,569+1,428

4

γmp=1.485 gr

cm3

CHH FH 8J6@

γdp= γmp

1+W

γm= 1,485

1+19,06

100

γm=1.247 gr

cm3

TABLA 3

CHH F H6 F8F6F FH ?8J 0H?

M66 F H6 6H86 6Y6FF6

m4=m3−m2

m4=(625−295)grm4=330gr

M66 F 5(( F 6H86

m6=m5−m 1



m6=(513−145)gr

m6=368 gr

D8F6F F H6 6H86

dg= m6

500cm3

dg= 368 gr

500cm3

dg=1.247 gr

cm3

M66 F 6H86 F6HK6F6 @ H ?8J

m7=m6−m4

m7=(368−330)gr

m7=38 gr

M66 FH ?8J

mc=m2−m1

mc=(295−145)gr

mc=150gr

!H?8 F ?8J 6Y6FF

Vc=m7dg

Vc= 38gr

0,736 gr /cm3

Vc=51,63cm3



D8F6F FH ?8J 0H?

dc=mc

Vc

dc= 150

gr51,63 cm

3

dc=2,905 gr /cm3

TABLA 4

CÁLCULOS y 6F?

CÁLCULO DEL ÁREA

A=ancho∗alto

A=14.0cm∗10.1 cm

A=141.4 cm2

CÁLCULO DE LA CARGA

P=52.2 KN ∗1000

9.81cm

s2

P=5321.10 kgf

CÁLCULO DEL



qc= P

A

qc=5321.10

141.4

qc=37.63kgf /m2

CÁLCULO DEL PROMEDIO

qcP= P1+ P2+ P3+ P4

3

37.63+44.78+43.45+ ¿

3qcP=¿

qcP=41.95kgf /m2

CÁLCULO DEL 6F?

qadm=qc

fs

qadm=37.63

2

qadm=18.82

CÁLCULO DEL PROMEDIO DE 6F?

qadmP=qadm1+qadm 2+qadm3

3

qadmP=18.82+22.39+21.72

3

qcP=20.98



CÁLCULOS DE LOS !ALORES REPRESENTADOS EN LA TABLA N: 5

TEMA T/9)/ */+/ /-,+ ( -,++(--= *,+ (0*(+/+/ =V, (-('/+/ */+/ ),' -<)-),' (

)/ +/(/ ('*(-7-/ ( ),' '(),' 0(,+(' /) /0: 0(+, 4.

T?6F F H6 M86 F SH F @- B6FHH, . $(

1. CHH FH FH H

"ÓRMULA/

W s=Wrs−W r

REEMPLAZO/

W s=264,5gr −218,5gr

W s=46,0 g r



2. CHH FH F H < FH 87?J@ ? 66

"ÓRMULA/

W s+W bw

REEMPLAZO/

46,0 gr +643,9gr=689,90gr

3. CHH F FH66?8J FH 66

"ÓRMULA/

!espla"amientodel agua=W s+W bw−W bws

REEMPLAZO/

!espla"amientodel agua=46,0gr +643,9 gr−672,2gr

!espla"amiento del agua=17,70 gr

4. "6J@ F @@78 @ J?@6J@6

V(+ =TABLA PARA "ACTOR DE CORRECCIÓN () /, '( ,0/ '( )/

(0*(+/+/ ( ('( -/', (' T: 1%:C V (.''&&

5. CHH F H6 @6F6F 6/

"ÓRMULA/

Gs= Ws∗k

!espla"amiento del agua

Gs=46,0 gr∗0.9988

17,7 gr



Gs=2,60

TABLA $

CÁLCULOS DE RELACIONES "UNDAMENTALES

Gs=#s=2,65

Ww=( Pesobloque humedo+tabla)−( Peso bloque seco+tabla)

Ww=(6907) gr−(6294)gr

Ww=613gr

Ws=(Wm)−(Ww)

Ws=(6048.3) gr−(613) gr

Ws=5435.3gr

Vw=Ww

γw



Vw= 613 gr

1gr /c m3

Vw=613c m3

#s=γs

γo=

Ws

Vs∗γo

2.65= 5435.3gr

Vs∗1gr /c m3

Vs=2051.05c m3

Vm=Va+Vw+Vs Vv=Va+Vw=2077.83 c m3

Va=Vm−Vw−Vs

Va=(4128.88−613−2051.05 ) c m3

Va=1464.83 c m3

RH678 F !6

e=Vv

Vs e=

2077.83c m3

2051.05c m3 e=1.01

P@F6F



n = Vv

Vm∗100n =

2077.83c m3

4128.88c m3∗100n =50.32

G@6F F S6J@678 FH 66

Gw=Vw

Vv∗100Gw=

613c m3

2077.83c m3∗100Gw =29.50

G@6F F S6J@678 FH 6@

Ga=Va

Vv∗100Ga =

1464.83 c m3

2077.83 c m3∗100Ga =70.50

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