Muro Ciclopeos de Concreto Montero Nuevo

8/18/2019 Muro Ciclopeos de Concreto Montero Nuevo

1/140

DISEÑO DE MURO DE CONTENCIÓN

TRAMO UBICACIÓNMURO M - 1 L = 32.55 mDATOS :

Altura total del muro: H = 1.60 m ANGULOS DE FRICCION USUALES

Bae !"H#$% 1.0& B = 0.&' m

Coro(a !H#1" ) 0.$0% 0.$0 D = 0.1' m *I+O DE *ERRENO +. ES+. ANG. FRIC.

E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"

+u(ta !H#% 0."0 , = 0.00 m ARCILLA SUA2E 1330 a 14"0 05 a 1'5

Bae de la ,a(talla = 0.00 m ARCILLA 7EDIA 1600 a 14"0 1'5 a $05Bae traera ,a(talla = 0.00 m LI7O SECO 8 SUEL*O 1600 a 14"0 "&5 a $05

*al9( t = 0.60 m LI7O DENSO 1&60 a 14"0 $05 a $'5

Altura de ,a(talla = 1.$0 m ARENA SUEL*A 8 GRA2A 1600 a "100 $05 a 305

Altura de relle(o ; = 0.'0 m

Altura de rrel(o e( o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"

A(/ulo de ?r>>9( >(ter(a del relle(o = "4.00 5 = 0.'061

A(/ulo de ?r>>9( >(ter(a del uelo "'.00 5 = 0.3$6$

Coe?>>e(te de Coe>9( del uelo = 0.0"' /#m"

A(/ulo terra,l( e(>ma del muro = 0.00 5 = 0.0000

A(/ulo ,ared ,oter>or del muro = 0.00 5 = 0.0000Coe?. de Em,ue at>o del uelo a = 0.$3&

Coe?. de Em,ue at>o del uelo , = ".363

Ca,a>dad ,orta(te del uelo d = ".00 /#m"

Altura de S!re"ar#a $e%&"ular H = 0.60 1#m" e( el talo(

ϕ =


2/140

M N

B

CALCULO D/ LA /STABILIDAD D/L MURO :

G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O

+ESOS DEL 7URO 8 RELLENO E7+UE AC*I2O SOBRECARGA

H; = H M N *a( = 0.3 m = a L = 0.21

Fuer-a At>a : Ea = 0.' + a !;M*%" P " !a%1#" = 3.0 # Jt = a t H = 4.11

Com,o(e(te : Ea = Ea Co = ''.&1 / Ea = Ea Se( $0. /

Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 540.12 /

uer6a( Mme't(G1 = * B +m = '1&.'0 / 71 = G1 B#" = 143.06 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = 33.'0 / 7$ = G$ !7MD#"% = $$.63 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm


3/140

0.00 # 0.00 #

0.0000 #"m 9.0 #"m2

CUM*L/

Mme't(

0.00 #-"m 0.00 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/

$er&F&"a"&' de "rte G Te'(&' de Fle&E' e' el talE'

-0.43 #"m 0. #"m

Crte

0.309 #"m2

-302.91 # -9415. #

-1.3 #"m 9.0 #"m2

CUM*L/

Mme't(

-2121.50 #-"m -3349.90 #-"m

Te'(&E'

-0.23 #"m2 10.23 #"m2

CUM*L/

$er&F&"a"&' de "rteH Te'(&' de Fle&E' G "m)re(&' e' la )a'talla

=q p qmax-q p = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

qx=((qmax-qmin))/B ()=q1=qx+qmin=

V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )= &1=1.33x∅x(!"# c)=

&$&1

q=x*=


4/140

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... O.. El uelo de >me(ta>9( e etale

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Altura total del muro: H = 1."0 m ANGULOS DE FRICCION USUALES

Bae !"H#$% 0.0 B = 0.30 m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"

+u(ta !H#% 0.1' , = 0.00 m ARCILLA SUA2E 1330 a 14"0 05 a 1'5

Bae de la ,a(talla = 0.00 m ARCILLA 7EDIA 1600 a 14"0 1'5 a $05

Bae traera ,a(talla = 0.00 m LI7O SECO 8 SUEL*O 1600 a 14"0 "&5 a $05

*al9( t = 0."' m LI7O DENSO 1&60 a 14"0 $05 a $'5

Altura de ,a(talla = 0.40 m ARENA SUEL*A 8 GRA2A 1600 a "100 $05 a 305


Altura de rrel(o e( ,o de uelo ar>lla med>a ARENA DENSA SECA 8 BIE 14"0 a "100 3"5 a 365

+eo e,e>?>o del relle(o +e = 1400.00 /#m$

+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"





A(/ulo ,ared ,oter>or del muro = 0.00 5 = 0.0000Coe?. de Em,ue at>o del uelo a = 0.$3&




ϕ =


8/140

M N

B


G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O

+ESOS DEL 7URO 8 RELLENO E7+UE AC*I2O SOBRECARGA H; = H M N *a( = 0.9 m = a L = 0.21



Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 141.2 /

uer6a( Mme't(G1 = * B +m = "&6.00 / 71 = G1 B#" = ''."0 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = $10.'0 / 7$ = G$ !7MD#"% = "$."4 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm


9/140

0.00 # 0.00 #

0.0000 #"m 9.0 #"m2

CUM*L/

Mme't(

0.00 #-"m 0.00 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-1.0 #"m 0. #"m

Crte

0.22 #"m2

-352.05 # -591. #

-1.0 #"m 9.0 #"m2

CUM*L/

Mme't(

-922.1 #-"m -.33 #-"m

Te'(&E'

-0.05 #"m2 10.23 #"m2

CUM*L/


= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=

Vu=1.6V=Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )= &1=1.33x∅x(!"# c)=

&$&1

q=x*=


10/140

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...... O..

...... O..


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Bae !"H#$% 0.0 B = 0.' m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"




*al9( t = 0.&0 m LI7O DENSO 1&60 a 14"0 $05 a $'5




?; F; = 130.00 /#m"





A(/ulo ,ared ,oter>or del muro = 0.00 5 = 0.0000

Coe?. de Em,ue at>o del uelo a = 0.$3&




ϕ =


14/140

M N

B


G'

G3;

E G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O

+ESOS DEL 7URO 8 RELLENO E7+UE AC*I2O SOBRECARGA H; = H M N *a( = 0.4 m = a L = 0.21



Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 22. /

uer6a( Mme't(

G1 = * B +m = '6.'0 / 71 = G1 B#" = "34."6 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = $10.'0 / 7$ = G$ !7MD#"% = "$."4 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm


15/140

0.00 # 0.00 #

0.0000 #"m 9.0 #"m2

CUM*L/

Mme't(

0.00 #-"m 0.00 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-0.02 #"m 0.34 #"m

Crte

0.22 #"m2

-51.35 # -24.3 #

-0.033 #"m 9.0 #"m2

CUM*L/

Mme't(

-932.24 #-"m -41. #-"m

Te'(&E'

-0.05 #"m2 10.23 #"m2

CUM*L/


= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=

Vu=1.6V=Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )= &1=1.33x∅x(!"# c)=

&$&1

q=x*=


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..... NO CU7+LE Realular

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Bae !"H#$% 0.6& B = 0.3' m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"

+u(ta !H#% 0.1$ , = 0.00 m ARCILLA SUA2E 1330 a 14"0 05 a 1'5



*al9( t = 0.$0 m LI7O DENSO 1&60 a 14"0 $05 a $'5

Altura de ,a(talla = 0.&0 m ARENA SUEL*A 8 GRA2A 1600 a "100 $05 a 305


Altura de rrel(o e( ?>o del relle(o +e = 1400.00 /#m$+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"










ϕ =


20/140

M N

B


G'

G3;

E G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 0. m = a L = 0.21



Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 04.02 /

uer6a( Mme't(

G1 = * B +m = $10.'0 / 71 = G1 B#" = 64.6 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = "31.'0 / 7$ = G$ !7MD#"% = 1.11 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm


21/140

0.00 # 0.00 #

0.0000 #"m 9.0 #"m2

CUM*L/

Mme't(

0.00 #-"m 0.00 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


0.54 #"m 0.2 #"m

Crte

0.14 #"m2

-1012.5 # -120.55 #

-0.5902 #"m 9.0 #"m2

CUM*L/

Mme't(

-10.91 #-"m -11. #-"m

Te'(&E'

-0.01 #"m2 10.23 #"m2

CUM*L/


= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=

Vu=1.6V=Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


22/140

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CU7+LE

CU7+LECU7+LE

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TRAMO UBICACIÓNMURO M - 5 L = 94. mDATOS :


Bae !"H#$% 0.0 B = 0.60 m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"




*al9( t = 0.$' m LI7O DENSO 1&60 a 14"0 $05 a $'5


Altura de relle(o ; = 0.&0 m


+eo e,e>?>o del relle(o +e = 1400.00 /#m$+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"










ϕ =


26/140

M N

B


G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 0.4 m = a L = 0.21


Com,o(e(te : Ea = Ea Co = 10&.4 / Ea = Ea Se( '4.' /

Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 04.02 /

uer6a( Mme't(

G1 = * B +m = 313.00 / 71 = G1 B#" = 1"3."0 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = $10.'0 / 7$ = G$ !7MD#"% = '3.$3 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm


27/140

554.25 # 49.0 #

0.243 #"m 9.0 #"m2

CUM*L/

Mme't(

2.2 #-"m 95.22 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-0.02 #"m 0.5 #"m

Crte

0.22 #"m2

-1051.4 # -13.03 #

-0.03 #"m 9.0 #"m2

CUM*L/

Mme't(

-21.1 #-"m -39.5 #-"m

Te'(&E'

-0.02 #"m2 10.23 #"m2

CUM*L/


= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


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TRAMO UBICACIÓNMURO M - L = 35 mDATOS :


Bae !"H#$% 0.6& B = 1.00 m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"



Bae traera ,a(talla = 0.00 m LI7O SECO 8 SUEL*O 1600 a 14"0 "&5 a $05*al9( t = 0.' m LI7O DENSO 1&60 a 14"0 $05 a $'5

Altura de ,a(talla = 0.&0 m ARENA SUEL*A 8 GRA2A 1600 a "100 $05 a 305



?; F; = 130.00 /#m"










ϕ =


32/140

M N

B


G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 0.4 m = a L = 0.21



Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 22. /

uer6a( Mme't(

G1 = * B +m = 640.00 / 71 = G1 B#" = $3'.00 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = "31.'0 / 7$ = G$ !7MD#"% = 1.11 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm


33/140

0.00 # 0.00 #

0.0000 #"m 9.0 #"m2

CUM*L/

Mme't(

0.00 #-"m 0.00 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-0.14 #"m 0.2 #"m

Crte

0.14 #"m2

-550.0 # -0.12 #

-0.2439 #"m 9.0 #"m2

CUM*L/

Mme't(

-.32 #-"m -1295.31 #-"m

Te'(&E'

-0.0 #"m2 10.23 #"m2

CUM*L/


= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=

&1=1.33x∅x(!"# c)=

&$&1

q=x*=


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CU7+LE

CU7+LECU7+LE

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TRAMO UBICACIÓNMURO M - L = 4.14 mDATOS :


Bae !"H#$% 0.0 B = 0.$' m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"



Bae traera ,a(talla = 0.00 m LI7O SECO 8 SUEL*O 1600 a 14"0 "&5 a $05*al9( t = 0."0 m LI7O DENSO 1&60 a 14"0 $05 a $'5



Altura de rrel(o e( ?>o del relle(o +e = 1400.00 /#m$

+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"










ϕ =


38/140

M N

B


G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 0.1 m = a L = 0.21



Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 111.1 /

uer6a( Mme't(

G1 = * B +m = "31.'0 / 71 = G1 B#" = 3"."6 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = $10.'0 / 7$ = G$ !7MD#"% = "$."4 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm


39/140

0.00 # 0.00 #

0.0000 #"m 9.0 #"m2

CUM*L/

Mme't(

0.00 #-"m 0.00 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-0.21 #"m 0.4 #"m

Crte

0.22 #"m2

-251.51 # -904.92 #

-1.31 #"m 9.0 #"m2

CUM*L/

Mme't(

-1.0 #-"m -29.9 #-"m

Te'(&E'

-0.02 #"m2 10.23 #"m2

CUM*L/


= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=

&1=1.33x∅x(!"# c)=

&$&1

q=x*=


40/140

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CU7+LE

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TRAMO UBICACIÓN

MURO M - L = 1 mDATOS :

Altura total del muro: H = ".$' m ANGULOS DE FRICCION USUALES

Bae !"H#$% 1.'& B = 1.1' m

Coro(a !H#1" ) 0.$0% 0.$0 D = 0.$0 m *I+O DE *ERRENO +. ES+. ANG. FRIC.

E,eor -a,ata !H#6 ) 0.$0% 0.$4 * = 0.30 m /#m"

+u(ta !H#% 0."4 , = 0.$0 m ARCILLA SUA2E 1330 a 14"0 05 a 1'5


Bae traera ,a(talla = 0.10 m LI7O SECO 8 SUEL*O 1600 a 14"0 "&5 a $05*al9( t = 0.3' m LI7O DENSO 1&60 a 14"0 $05 a $'5

Altura de ,a(talla = 1.4' m ARENA SUEL*A 8 GRA2A 1600 a "100 $05 a 305

Altura de relle(o ; = 1.4' m


?; F; = 130.00 /#m"





A(/ulo ,ared ,oter>or del muro = ".43 5 = 0.0'1"


Coe?. de Em,ue at>o del uelo , = 0.000


Altura de S!re"ar#a $e%&"ular H = 0.00 1#m" e( ,u(tera

ϕ =


44/140

M N

B


G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 2.25 m = a L = 0.00Fuer-a At>a : Ea = 0.' + a !;M*%" P " !a%1#" = 1H335.92 # Jt = a t H = 0.00

Com,o(e(te : Ea = Ea Co = 116&.4 / Ea = Ea Se( 63&.3" /

Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 0.00 /

uer6a( Mme't(

G1 = * B +m = 10'.00 / 71 = G1 B#" = 60.$' /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = 1$3'.'0 / 7$ = G$ !7MD#"% = 60'.3 /Pm

G3 = 0.' +m = ""3."' / 73 = G3 !7MDM#$% = 13".0$ /Pm


45/140

-139.35 # -2439.4 #

-0.33 #"m 9.0 #"m2

CUM*L/

Mme't(

101.1 #-"m 11. #-"m

Te'(&E'

0.01 #"m2 10.23 #"m2

CUM*L/


-1.0 #"m 0.0 #"m

Crte

0.995 #"m2

-315.25 # -500.90 #

-1.201 #"m 9.0 #"m2

CUM*L/

Mme't(

-45.1 #-"m -15.2 #-"m

Te'(&E'

-0.0 #"m2 10.23 #"m2

CUM*L/


= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=

&1=1.33x∅x(!"# c)=

&$&1

q=x*=


46/140

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...... O..

...... O..


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CU7+LE

CU7+LE

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47/140


48/140


49/140


TRAMO UBICACIÓN

MURO M - 4 L = 59 mDATOS :


Bae !"H#$% 0.0 B = 0.'' m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"



Bae traera ,a(talla = 0.00 m LI7O SECO 8 SUEL*O 1600 a 14"0 "&5 a $05*al9( t = 0.$0 m LI7O DENSO 1&60 a 14"0 $05 a $'5




?; F; = 130.00 /#m"






Coe?. de Em,ue at>o del uelo a = 0.$3&Coe?. de Em,ue at>o del uelo , = ".363


Altura de S!re"ar#a $e%&"ular H = 0.00 1#m" e( la ,u(tera

ϕ =


50/140

M N

B


G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 0. m = a L = 0.00Fuer-a At>a : Ea = 0.' + a !;M*%" P " !a%1#" = 3.0 # Jt = a t H = 4.11


Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 299.0 /

uer6a( Mme't(

G1 = * B +m = $&4.'0 / 71 = G1 B#" = 103.$6 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = $10.'0 / 7$ = G$ !7MD#"% = '3.$3 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm


51/140

-15.03 # -294.5 #

-0.032 #"m 9.0 #"m2

CUM*L/

Mme't(

1.11 #-"m 2.3 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-1.2 #"m 0.0 #"m

Crte

0.22 #"m2

-3332.35 # -5331. #

-1.3 #"m 9.0 #"m2

CUM*L/

Mme't(

-545.45 #-"m -453.52 #-"m

Te'(&E'

-0.0 #"m2 10.23 #"m2

CUM*L/


= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


52/140

...... O..

...... O..

...... O..


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CU7+LE

CU7+LE

CU7+LE

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CU7+LE


53/140


54/140


55/140


TRAMO UBICACIÓN



Bae !"H#$% 0.0 B = 0.'' m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"

+u(ta !H#% 0.1' , = 0.0' m ARCILLA SUA2E 1330 a 14"0 05 a 1'5



*al9( t = 0.$' m LI7O DENSO 1&60 a 14"0 $05 a $'5




+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"






Coe?. de Em,ue at>o del uelo a = 0.$3&Coe?. de Em,ue at>o del uelo , = ".363


Altura de S!re"ar#a $e%&"ular H = 0.60 1#m" e( talo(

ϕ =


56/140

M N

B


G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 0.4 m = a L = 0.21Fuer-a At>a : Ea = 0.' + a !;M*%" P " !a%1#" = 3.0 # Jt = a t H = 4.11


Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 299.0 /

uer6a( Mme't(

G1 = * B +m = $&4.'0 / 71 = G1 B#" = 103.$6 /Pm G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = $10.'0 / 7$ = G$ !7MD#"% = $.1 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm

= - = V 1 6V


57/140

114.04 # 140.59 #

0.035 #"m 9.0 #"m2

CUM*L/

Mme't(

5.39 #-"m .59 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-1.13 #"m 0.1 #"m

Crte

0.22 #"m2

-3933.5 # -5949.01 #

-1.313 #"m 9.0 #"m2

CUM*L/

Mme't(

-1. #-"m -130.4 #-"m

Te'(&E'

-0.04 #"m2 10.23 #"m2

CUM*L/


= = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


58/140

...... O..

...... O..

...... O..


CU7+LE

CU7+LE

CU7+LE

CU7+LECU7+LE

CU7+LE

CU7+LE


59/140


60/140

Ó


61/140


TRAMO UBICACIÓN


Altura total del muro: H = 1.'0 m ANGULOS DE FRICCION USUALES

Bae !"H#$% 1.00 B = 0.'' m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"

+u(ta !H#% 0.14 , = 0.1' m ARCILLA SUA2E 1330 a 14"0 05 a 1'5



*al9( t = 0."' m LI7O DENSO 1&60 a 14"0 $05 a $'5

Altura de ,a(talla = 1."0 m ARENA SUEL*A 8 GRA2A 1600 a "100 $05 a 305

Altura de relle(o ; = 1.10 m



+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"









Altura de S!re"ar#a $e%&"ular H = 0.60 1#m" e( ele talo(

ϕ =


62/140

M N

B


G'

G3;

E

G6 H;G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 1.29 m = a L = 0.21Fuer-a At>a : Ea = 0.' + a !;M*%" P " !a%1#" = 322.04 # Jt = a t H = .02

Com,o(e(te : Ea = Ea Co = "1.&1 / Ea = Ea Se( 1'6.1' /

Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 1521.92 /

uer6a( Mme't(

G1 = * B +m = $&4.'0 / 71 = G1 B#" = 103.$6 /Pm G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = 313.00 / 7$ = G$ !7MD#"% = 4$.1' /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm

10.4 # 252.9 #= - = Vu=1.6V=


63/140

0.55 #"m 9.0 #"m2

CUM*L/

Mme't(

103.5 #-"m 1.1 #-"m

Te'(&E'

0.01 #"m2 10.23 #"m2

CUM*L/


0.21 #"m 0. #"m

Crte

0.25 #"m2

-19.43 # -239.4 #

-0.0453 #"m 9.0 #"m2

CUM*L/

Mme't(

-191.9 #-"m -22.49 #-"m

Te'(&E'

-0.02 #"m2 10.23 #"m2

CUM*L/


Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


64/140

...... O..

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CU7+LE

CU7+LE

CU7+LE

CU7+LECU7+LE

CU7+LE

CU7+LE


65/140


66/140



67/140


TRAMO UBICACIÓN

MURO M - 12 L = 94 mDATOS : Altura total del muro: H = 1.$0 m ANGULOS DE FRICCION USUALES

Bae !"H#$% 0.& B = 0.6' m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"

+u(ta !H#% 0.16 , = 0."0 m ARCILLA SUA2E 1330 a 14"0 05 a 1'5



*al9( t = 0.$0 m LI7O DENSO 1&60 a 14"0 $05 a $'5


Altura de relle(o ; = 1.00 m



+eo e,e@?>o del uelo + = 1'0.00 /#m$+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"










ϕ =

M N


68/140

M N

B


G'

G3;

E

G6 H;G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 1.1 m = a L = 0.00Fuer-a At>a : Ea = 0.' + a !;M*%" P " !a%1#" = 22.59 # Jt = a t H = 0.00

Com,o(e(te : Ea = Ea Co = ""4.6$ / Ea = Ea Se( 1"&." /

Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 1521.92 /

uer6a( Mme't(

G1 = * B +m = 33.'0 / 71 = G1 B#" = 13'.&6 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = $3'.00 / 7$ = G$ !7MD#"% = 43. /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm

-115.90 # -19.9 #= - = Vu=1.6V=


69/140

-0.015 #"m 9.0 #"m2

CUM*L/

Mme't(

139.42 #-"m 215. #-"m

Te'(&E'

0.01 #"m2 10.23 #"m2

CUM*L/


-0.49 #"m 0.3 #"m

Crte

0.29 #"m2

-252.03 # -953.25 #

-0.152 #"m 9.0 #"m2

CUM*L/

Mme't(

-94.92 #-"m -4.9 #-"m

Te'(&E'

-0.05 #"m2 10.23 #"m2

CUM*L/


Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


70/140

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CU7+LE

CU7+LE

CU7+LE

CU7+LECU7+LE

CU7+LE

CU7+LE


71/140


72/140



73/140

TRAMO UBICACIÓN

MURO M - 10 L = 1 mDATOS : Altura total del muro: H = 1."0 m ANGULOS DE FRICCION USUALES

Bae !"H#$% 0.0 B = 0.'' m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"




*al9( t = 0.$' m LI7O DENSO 1&60 a 14"0 $05 a $'5 Altura de ,a(talla = 0.40 m ARENA SUEL*A 8 GRA2A 1600 a "100 $05 a 305



+eo e,e@?>o del uelo + = 1'0.00 /#m$+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"









Altura de S!re"ar#a $e%&"ular H = 0.60 1#m" e( la ,u(tera

ϕ =

M N


74/140

B


G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 0.4 m = a L = 0.21

Fuer-a At>a : Ea = 0.' + a !;M*%" P " !a%1#" = 3.0 # Jt = a t H = 14.


Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 299.0 /

uer6a( Mme't(

G1 = * B +m = $&4.'0 / 71 = G1 B#" = 103.$6 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = $10.'0 / 7$ = G$ !7MD#"% = $.1 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm

111.9 # 1.2 #= - = Vu=1.6V=

Vc=Vu/hx100= Vcr 0 53∅(!"# c)


75/140

0.0545 #"m 9.0 #"m2

CUM*L/

Mme't(

5.04 #-"m .15 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-1.11 #"m 0. #"m

Crte

0.22 #"m2

-3301.10 # -521.5 #

-0.2199 #"m 9.0 #"m2

CUM*L/

Mme't(

-. #-"m -125. #-"m

Te'(&E'

-0.0 #"m2 10.23 #"m2

CUM*L/


Vc=Vu/hx100= Vcr=0.53∅(! c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


76/140

...... O..

...... O..

...... O..


CU7+LE

CU7+LE

CU7+LE

CU7+LECU7+LE

CU7+LE

CU7+LE


77/140


78/140



79/140

TRAMO UBICACIÓNMURO M - 10 L = 3 mDATOS :


Bae !"H#$% 0.6& B = 0.30 m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"




*al9( t = 0."' m LI7O DENSO 1&60 a 14"0 $05 a $'5 Altura de ,a(talla = 0.&0 m ARENA SUEL*A 8 GRA2A 1600 a "100 $05 a 305




+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"










ϕ =

M N

B


80/140

B


G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 0.9 m = a L = 0.21



Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 141.2 /

uer6a( Mme't(

G1 = * B +m = "&6.00 / 71 = G1 B#" = ''."0 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = "31.'0 / 7$ = G$ !7MD#"% = 1.11 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm

0.00 # 0.00 #

0.0000 #"m 9.0 #"m2

= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=


81/140

# #

CUM*L/

Mme't(

0.00 #-"m 0.00 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-1.02 #"m 0.43 #"m

Crte

0.14 #"m2

-393.1 # -5440.04 #

-0.2931 #"m 9.0 #"m2

CUM*L/

Mme't(

-993.15 #-"m -04.05 #-"m

Te'(&E'

-0.05 #"m2 10.23 #"m2

CUM*L/


Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


82/140

...... O..

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...... O..


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CU7+LE

CU7+LE

CU7+LE

CU7+LE

CU7+LE

CU7+LE


83/140


84/140



85/140



Bae !"H#$% 0.0 B = 0.'' m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"







+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"










ϕ =

M N

B


86/140


G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 0.4 m = a L = 0.21



Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 299.0 /

uer6a( Mme't(

G1 = * B +m = $&4.'0 / 71 = G1 B#" = 103.$6 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = $10.'0 / 7$ = G$ !7MD#"% = $.1 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm

5.22 # 13.39 #

0.0959 #"m 9.0 #"m2

= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=


87/140

CUM*L/

Mme't(

9.5 #-"m .31 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-1.1 #"m 0. #"m

Crte

0.22 #"m2

-3390.43 # -5395.50 #

-0.210 #"m 9.0 #"m2

CUM*L/

Mme't(

-01. #-"m -122. #-"m

Te'(&E'

-0.04 #"m2 10.23 #"m2

CUM*L/


Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100=Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


88/140

...... O..

...... O..

...... O..


CU7+LE

CU7+LE

CU7+LE

CU7+LE

CU7+LE

CU7+LE

CU7+LE


89/140


90/140


TRAMO UBICACIÓN


91/140

TRAMO UBICACIÓNMURO M - 10 L = 1 m

DATOS : Altura total del muro: H = 1."0 m ANGULOS DE FRICCION USUALES

Bae !"H#$% 0.0 B = 0.$' m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"




*al9( t = 0."0 m LI7O DENSO 1&60 a 14"0 $05 a $'5 Altura de ,a(talla = 0.40 m ARENA SUEL*A 8 GRA2A 1600 a "100 $05 a 305




+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"







Coe?. de Em,ue at>o del uelo , = ".363Ca,a>dad ,orta(te del uelo d = ".00 /#m"


ϕ =

M N

B


92/140


G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 0.1 m = a L = 0.21



Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 1521.92 /

uer6a( Mme't(

G1 = * B +m = "31.'0 / 71 = G1 B#" = 3"."6 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = $10.'0 / 7$ = G$ !7MD#"% = "$."4 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm

0.00 # 0.00 #

0.0000 #"m 9.0 #"m2

= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=


93/140

CUM*L/

Mme't(

0.00 #-"m 0.00 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-0.41 #"m 1.00 #"m

Crte

0.22 #"m2

-39.10 # -5.5 #

-0.23 #"m 9.0 #"m2

CUM*L/

Mme't(

-25.2 #-"m -990.93 #-"m

Te'(&E'

-0.03 #"m2 10.23 #"m2

CUM*L/


Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


94/140

...... O..

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CU7+LE

CU7+LE

CU7+LE

CU7+LE

CU7+LE

CU7+LE

CU7+LE


95/140


96/140


TRAMO UBICACIÓN


97/140

MURO M - 10 L = 21 m


Bae !"H#$% 0.0 B = 0.'0 m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"







+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"









ϕ =

M N

B


98/140


G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 0.4 m = a L = 0.21

Fuer-a At>a : Ea = 0.' + a !;M*%" P " !a%1#" = 3.0 # Jt = a t H = 4.11 Com,o(e(te : Ea = Ea Co = ''.&1 / Ea = Ea Se( $0. /

Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 2545.19 /

uer6a( Mme't(

G1 = * B +m = $3'.00 / 71 = G1 B#" = 6."' /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = $10.'0 / 7$ = G$ !7MD#"% = "$."4 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm

0.00 # 0.00 #

0.0000 #"m 9.0 #"m2

CUM*L/

= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr


99/140

Mme't(

0.00 #-"m 0.00 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-1.11 #"m 0.2 #"m

Crte

0.22 #"m2

-3139.9 # -5015.5 #

-0.203 #"m 9.0 #"m2

CUM*L/

Mme't(

-52.44 #-"m -1209.4 #-"m

Te'(&E'

-0.0 #"m2 10.23 #"m2

CUM*L/


Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


100/140

...... O..

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CU7+LE

CU7+LE

CU7+LE

CU7+LE

CU7+LECU7+LE

CU7+LE


101/140


102/140




103/140

MURO M 1 L 1 m


Bae !"H#$% 0.0 B = 0.'0 m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"




*al9( t = 0.$' m LI7O DENSO 1&60 a 14"0 $05 a $'5




?; F; = 130.00 /#m"









ϕ =

M N

B



104/140


G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 0.4 m = a L = 0.21

Fuer-a At>a : Ea = 0.' + a !;M*%" P " !a%1#" = 3.0 # Jt = a t H = 4.11 Com,o(e(te : Ea = Ea Co = ''.&1 / Ea = Ea Se( $0. /

Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 235.0 /

uer6a( Mme't(

G1 = * B +m = $3'.00 / 71 = G1 B#" = 6."' /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm G$ = D +m = $10.'0 / 7$ = G$ !7MD#"% = "$."4 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm

0.00 # 0.00 #

0.0000 #"m 9.0 #"m2

CUM*L/

= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr


105/140

Mme't(

0.00 #-"m 0.00 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-0. #"m 0.5 #"m

Crte

0.22 #"m2

-253.3 # -95.13 #

-0.153 #"m 9.0 #"m2

CUM*L/

Mme't(

-0. #-"m -103.10 #-"m

Te'(&E'

-0.0 #"m2 10.23 #"m2

CUM*L/


%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


106/140

...... O..

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...... O..


CU7+LE

CU7+LE

CU7+LE

CU7+LE

CU7+LECU7+LE

CU7+LE


107/140


108/140




109/140

DATOS : Altura total del muro: H = 1.6' m ANGULOS DE FRICCION USUALES

Bae !"H#$% 1.10 B = 0.&0 m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"

+u(ta !H#% 0."1 , = 0.0' m ARCILLA SUA2E 1330 a 14"0 05 a 1'5



*al9( t = 0.'0 m LI7O DENSO 1&60 a 14"0 $05 a $'5

Altura de ,a(talla = 1.$' m ARENA SUEL*A 8 GRA2A 1600 a "100 $05 a 305

Altura de relle(o ; = 0.&0 m



+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"



Coe?>>e(te de Coe>9( del uelo = 0.000 /#m"







ϕ =

M N

B



110/140

G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 0.4 m = a L = 0.00

Fuer-a At>a : Ea = 0.' + a !;M*%" P " !a%1#" = 324.3 # Jt = a t H = 0.00 Com,o(e(te : Ea = Ea Co = ".$0 / Ea = Ea Se( 1'4.1 /

Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = 54. /

uer6a( Mme't(

G1 = * B +m = 3$.00 / 71 = G1 B#" = 164.0' /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm G$ = D +m = 36'.&' / 7$ = G$ !7MD#"% = '."" /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm

-1.44 # -3.1 #

-0.0011 #"m 9.0 #"m2

CUM*L/

= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr


111/140

Mme't(0. #-"m 1.0 #-"m

Te'(&E'

0.00 #"m2 10.23 #"m2

CUM*L/


-0.94 #"m 0.1 #"m

Crte

0.3135 #"m2

-24.55 # -9.04 #

-0.00 #"m 9.0 #"m2

CUM*L/

Mme't(

-22.10 #-"m -31. #-"m

Te'(&E'

-0.02 #"m2 10.23 #"m2

CUM*L/


%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


112/140

...... O..

...... O..

...... O..

O


CU7+LE

CU7+LE

CU7+LE

CU7+LECU7+LE

CU7+LE

CU7+LE


113/140


114/140


TRAMO UBICACIÓNMURO M - 14 L = m


115/140

DATOS : Altura total del muro: H = 1.'0 m ANGULOS DE FRICCION USUALES

Bae !"H#$% 1.00 B = 0.0 m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"

+u(ta !H#% 0.14 , = 0.1' m ARCILLA SUA2E 1330 a 14"0 05 a 1'5



*al9( t = 0.'0 m LI7O DENSO 1&60 a 14"0 $05 a $'5

Altura de ,a(talla = 1."0 m ARENA SUEL*A 8 GRA2A 1600 a "100 $05 a 305

Altura de relle(o ; = 1."0 m


+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$?; F; = 1&'.00 /#m"










ϕ =

M N

B



116/140

G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 1.9 m = a L = 0.00

Fuer-a At>a : Ea = 0.' + a !;M*%" P " !a%1#" = 3.23 # Jt = a t H = 0.00 Com,o(e(te : Ea = Ea Co = $$4.'' / Ea = Ea Se( 1."" /

Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = .5 #

uer6a( Mme't(

G1 = * B +m = ''".00 / 71 = G1 B#" = ""0.0 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = 313.00 / 7$ = G$ !7MD#"% = 4$.1' /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm

105.23 # 1.3 #

0.051 #"m 5.2 #"m2

CUM*L/

M t

= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

% 1 "2/2 ( 1) "2/3


117/140

Mme't(2.1 #-"m 92.4 #-"m

Te'(&E'

0.00 #"m2 11.99 #"m2

CUM*L/


-0.9 #"m 0.24 #"m

Crte

0.25 #"m2

-29.9 # -1154.1 #

-0.04 #"m 5.2 #"m2

CUM*L/

Mme't(

-901.49 #-"m -93.10 #-"m

Te'(&E'

-0.09 #"m2 11.99 #"m2

CUM*L/


%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=


118/140

...... O..

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...... O..

O


CU7+LE

CU7+LE

CU7+LE

CU7+LECU7+LE

CU7+LE

CU7+LE


119/140


120/140



Alt t t l d l H 1 $' ANGULOS DE FRICCION USUALES


121/140

Altura total del muro: H = 1.$' m ANGULOS DE FRICCION USUALES

Bae !"H#$% 0.40 B = 0.' m


E,eor -a,ata !H#6 ) 0.$0% 0.$0 * = 0.$0 m /#m"

+u(ta !H#% 0.1& , = 0."' m ARCILLA SUA2E 1330 a 14"0 05 a 1'5



*al9( t = 0.3' m LI7O DENSO 1&60 a 14"0 $05 a $'5

Altura de ,a(talla = 1.0' m ARENA SUEL*A 8 GRA2A 1600 a "100 $05 a 305 Altura de relle(o ; = 1.0' m



+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$?; F; = 130.00 /#m"










ϕ =

M N

B



122/140

G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 1.30 m = a L = 0.00


Com,o(e(te : Ea = Ea Co = "'3.4' / Ea = Ea Se( 131.$" /

Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = .5 #

uer6a( Mme't(

G1 = * B +m = '6.'0 / 71 = G1 B#" = "34."6 /Pm

G" = 0.' +m = 0.00 / 7" = G" !7P#$% = 0.00 /Pm

G$ = D +m = $6"."' / 7$ = G$ !7MD#"% = 11&.&$ /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm

294.3 # 344.00 #

0.1330 #"m 9.0 #"m2

CUM*L/

Mme't(114 91 141 0

= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=% 1 6%


123/140

114.91 #-"m 141.0 #-"m

Te'(&E'

0.01 #"m2 10.23 #"m2

CUM*L/


-0.99 #"m 0.3 #"m

Crte

0.255 #"m2

-41.43 # -151.0 #

-0.194 #"m 9.0 #"m2

CUM*L/

Mme't(

-909.42 #-"m -9. #-"m

Te'(&E'

-0.09 #"m2 10.23 #"m2

CUM*L/


q p / (q q ) p /%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1


V=(q-q1)x+(q1-qmax) /2=Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=(q-q1) p"2/2+(q1-qmin) p"2/3=%u=1.6%=

&=6%u/('h"2 )=&1=1.33x∅x(!"# c)=

&$&1

q=x*=

O


124/140

...... O..

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...... O..

O


CU7+LE

CU7+LE

CU7+LE

CU7+LE

CU7+LE

CU7+LE

CU7+LE


125/140


126/140



Altura total del muro: H = ".00 m ANGULOS DE FRICCION USUALES


127/140

Bae !"H#$% 1.$$ B = 1.00 m


E,eor -a,ata !H#6 ) 0.$0% 0.$$ * = 0.30 m /#m"

+u(ta !H#% 0."' , = 0.$' m ARCILLA SUA2E 1330 a 14"0 05 a 1'5

Bae de la ,a(talla = 0."0 m ARCILLA 7EDIA 1600 a 14"0 1'5 a $05


*al9( t = 0.$0 m LI7O DENSO 1&60 a 14"0 $05 a $'5

Altura de ,a(talla = 1.60 m ARENA SUEL*A 8 GRA2A 1600 a "100 $05 a 305 Altura de relle(o ; = 1.60 m


+eo e,e@?>o del uelo + = 1'0.00 /#m$

+eo e,e@?>o del muro +m = "$00.00 /#m$

?; F; = 130.00 /#m"










ϕ =

M N

B



128/140

G'

G3;

E

G6 H;

G$ E = .a.L

G& G" G3 E

H#"

G1

O


H; = H M N *a( = 1. m = a L = 0.00


Com,o(e(te : Ea = Ea Co = &31.0$ / Ea = Ea Se( 310.&6 /

Fuer-a +a>a : E, = 0.' + , !,M*%" M " !,M*% !,%!1#"% = .5 #

uer6a( Mme't(

G1 = * B +m = 4"0.00 / 71 = G1 B#" = 360.00 /Pm

G" = 0.' +m = $6.00 / 7" = G" !7P#$% = 1&&.& /Pm

G$ = D +m = ''".00 / 7$ = G$ !7MD#"% = $3'.00 /Pm

G3 = 0.' +m = 0.00 / 73 = G3 !7MDM#$% = 0.00 /Pm

322.23 # 515.5 #

0.124 #"m 9.0 #"m2

CUM*L/

Mme't(29.32 #-"m 93.41 #-"m

= - = Vu=1.6V=

Vc=Vu/hx100= Vcr=0.53∅(!"# c)=

Vc$Vcr

%=q1 p"2/2+(qmax-q1) p"2/3=%u=1.6%=


129/140

Te'(&E'

0.02 #"m2 10.23 #"m2

CUM*L/


-0.2 #

Muro Ciclopeos de Concreto Montero Nuevo

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Transcript of Muro Ciclopeos de Concreto Montero Nuevo