capacidad portante en taludes 1.docx

8/16/2019 capacidad portante en taludes 1.docx

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UNIVERSIDAD PERUANA UNION

FACULTAD DE INGENIERIA Y ARQUITECTURA

E.A.P DE INGENIERIA CIVIL

TEMA:

CAPACIDAD PORTANTE EN TALUDES

CURSO:

CIMENTACIONES

PRESENTADO POR:

YUCRA VERA ELVIS JHON

DOCENTE:

ING. ARACA CHILE MOISES

SEMESTREVII

JULIACA 12 DE MAYO DEL 2016



INTRODUCCION

Se cooce co e! o"#$e %e&$'co (e )*!+(e, c+*!e,-+'e$* ,+e$/'c'e, 'c!'*(*,$e,ec)o * !* o$'o)*! -+e ** (e *(o)*$ e$"*e)e"e)e !*, "*,*, (e )'e$$*,.

Se +e(e (e/''$ )*!+( co"o:

So !*, o#$*,3 o$"*!"e)e (e )'e$$* -+e ,e co,)$+e * *"#o, (e !* 45* )*)o ee7c*4*c'oe, co e! )e$$*!&8 co +* 'c!'*c'9 )*! -+e %*$*)'ce !* e,)*#'!'(*( (e !*o#$*. Lo, )*!+(e, )'ee o* (e e"!**"'e)o -+e co"$e(e3 *(e", (e !* 45*3 +*/$*;* (e )e$$eo * *"#o, !*(o, (e !* "',"*3 c+*(o e! )*!+( ,e $o(+ce e /o$"**)+$*! ,' ')e$4ec'9 +"** ,e (eo"'* !*(e$* *)+$*! o ,'"!e"e)e !*(e$*.C+*(o !o, )*!+(e, ,o eco, o$ e! o"#$e ,e (eo"'* co$)e, o )*!+(e, *$)'/'c'*!e,,e%< ,e* !* %&e,', (e !* /o$"*c'9= e e! co$)e ,e $e*!'* +* e7c*4*c'9 e +*/o$"*c'9 )&$$e* *)+$*!3 e )*)o e !o, )*!+(e, *$)'/'c'*!e, ,o !o, 'c!'*(o, (e !o,)e$$*!ee,.

E! $o9,')o (e e,)*, o)*, e, $oo$c'o*$ +* 4','9 ,'"!e $c)'c* ,o#$e !o, $o#!e"*, (e e,)*#'!'(*( (e )*!+(e,. L*, o)*, c+#$e !o, ,'%+'e)e, *,ec)o,: *8C*$*c)e$5,)'c*, A,ec)o, C$5)'co, (e V*$'o, T'o, (e P$o#!e"*, (e E,)*#'!'(*( (eT*!+(e,3 #8 P$oce('"'e)o, (e I4e,)'%*c'9 D',e>o (e T*!+(e,3 c8 E,)+('o Geo!9%'coe I4e,)'%*c'9 Geo)&c'c*3 (8 U)'!'*c'9 (e ?#*co, e E,)*#'!'(*( (e T*!+(e,3 e8A!',', De)*!!*(o (e E,)*#'!'(*( /8 M&)o(o, (e E,)*#'!'*c'9 (e T*!+(e,.

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e,)*#'!'(*( (e )*!+(e, e,ec'*!'*(o,3 co"o e! *!',', (',e>o (e $e,*, (e )'e$$* o e!*!',', (e e,)*#'!'(*( (+$*)e )e$$e"o)o,. Se $eco"'e(* e ('co, c*,o, e,)+('*$ !*,$e/e$ec'*, $e,e)*(*,.

L* c**c'(*( (e ,oo$)e (e e('/'c*c'oe, ,o#$e )*!+(e, !* 4*$'*c'9 (e! "9(+!o (e$e*cc'9 (e! ,+e!o *! *ce$c*$,e !* c'"e)*c'9 * !* ,+e$/'c'e (e! )*!+(. Co"o e;e"!o ,e

$e,e)* !o, $o#!e"*, e e! #*$$'o C*"o *!e%$e e @*$$*-+'!!*3 e e! c+*! ,e * $e,e)*(o $o#!e"*, (e *%$'e)*"'e)o /*!!* )o)*! (e co,)$+cc'oe, ,o#$e )*!+(e, (e*$c'!!*, "*$'*,3 (+$*, ,e,')'4*,3 !*, c+*!e, **$e)e"e)e ,o "+ co"e)e)e, e$o-+e 'e$(e ,+ $e,',)ec'* o$ !* *!)e$*c'9 c*+,*(* o$ e! $oce,o (e +$#*'*c'9 o

o$ !o, $oce,o, (e +"e(ec'"'e)o ,ec*(o. E,)e e$* e! $o#!e"* -+e e,)*#*"*e;*(o e! I%e'e$o A-+'!e, A$$'e)* c+*(o !e ,o#$e4'o !* "+e$)e8.



INDICE

INTRODUCCION

1. OBJETIVOS

2. CAPACIDAD PORTANTE EN TALUDES…………………………………………………03

2.1. Módulo de re!!"ó# del $uelo e# %lude$……………………………………………….0&2.2. E$%'"l"dd (e#erl de %lud e# !o#$%ru!!"o#e$………………………………………..0&

3. E)ECTOS DE LOS PROCESOS DE *UMEDECIMIENTOS + SECADO……………..0,

B.1. Cód"(o$ (eo%-!#"!o$ r l$ !o#$%ru!!"o#e$ $o're lder$…………...0/

&. CONCLUSION………………………………………………………………………………..0

,. ANEOS………………………………………………………………………………………0

/. RE)ERENCIAS………………………………………………………………………………0

1. OBJETIVOS



• Cooce$ !o, /*c)o$e, -+e ')e$4'ee, e !* e,)*#'!'(*( (e )*!+(e,3 e !o,c*"o, (o(e ,e $e*!'*3 (ee('e(o !* 'c!'*c'9 -+e $o(+ce.

• I(e)'/'c*$ !*, /*!!*, ", co"+e, (e e,)*#'!'(*( (e,!'*"'e)o,.

• De)e$"'*$ !* c**c'(*( o$)*)e e e('/'c*c'9 e )*!+(e,.

• Cooce$ !o, "&)o(o, co$$ec)'4o, "ec'co, *$* !* co$$ecc'9 (e !*,/*!!*, (e !o, )*!+(e, *,5 co"o !o, "&)o(o, (e c!c+!o,.

MARCO TEORICO



2.0 CAPACIDAD PORTANTE EN TALUDES

La capacidad de soporte del suelo cerca o sobre taludes es inferior a lacapacidad de soporte de mismo suelo en topografía semi-plana.

La capacidad de soporte sobre taludes se puede calcular mediante laexpresión (Meyerhof, 19!".

#onde$

%c& y % & son los factores de capacidad de soporte, los cuales se puedenobtener de acuerdo a la 'gura %o. .

2.1 Módulo de re!!"ó# del $uelo e# %lude$4.



E! "9(+!o (e $e*cc'9 (e! ,+e!o e, +* co,)*)e "*)e")'c* -+e "+e,)$* !* $'%'(e(e! ,+e!o (e /+(*c'9. E,)e *$"e)$o (e! ,+e!o ,e +)'!'* *$* e! (',e>o (e c'"'e)o,,o#$e ,+e!o, (e co"o$)*"'e)o e!,)'co.

E )e$$eo, !*o, e (',)*c'*, co$)*, e! )&$"'o , +e(e *,+"'$,e $*o*#!e"e)eco,)*)e= S' e"#*$%o3 * "e('(* -+e ,e *ce$c* * !* co$o* (e + )*!+(3 e! 4*!o$ (e ,(',"'+e e /o$"* ,+#,)*c'*!3 !o c+*! e-+'4*!e * -+e !*, (e/o$"*c'oe, 4e$)'c*!e, e+ c'"'e)o ,o "*o$e, ce$c* *! )*!+( -+e !e;o, (e! )*!+(. E c'"'e)o, co)'+o, e,)*('/e$ec'* e e! "9(+!o (e $e*cc'9 %ee$* + e/ec)o (e *,e)*"'e)o ('/e$ec'*!3 e!

c+*! ,e )$*(+ce e + e/ec)o (e 4o!*('o ,o#$e e! c'"'e)o. E! "9(+!o (e $e*cc'9 e +,+e!o (+$o ce$c* (e + )*!+( +e(e ,e$ "eo, (e !* "')*( (e! "9(+!o (e $e*cc'9 e +,ec)o$ !*o ,' e/ec)o (e )*!+(. L* ('/e$ec'* e, )o(*45* "*o$ ,' ,e $e,e)* %$'e)*,(e )e,'9. L* ('/e$ec'* e !o, "9(+!o, (e $e*cc'9 e, *$)'c+!*$"e)e %$*(e e $oc*,

#!*(*, e ,+e!o, "+ (+$o,.

2.2 E$%'"l"dd (e#erl de %lud e# !o#$%ru!!"o#e$4.

L* e,)*#'!'(*( %ee$*! (e! )*!+( e, + /*c)o$ -+e ,e (e#e )ee$ e c+e)* e e! *!',', (',e>o (e! $oec)o. L* e,)*#'!'(*( * !*$%o !*o '4o!+c$* e! (e)e$'o$o (e !*,

$o'e(*(e, !* e,)$+c)+$* (e! ,+e!o co e! )'e"o.

L* (e/''c'9 (e /*c)o$ (e ,e%+$'(*( +e(e +)'!'*$,e co"o $e/e$ec'* *$* !* )o"* (e(ec','oe,3 ,' e"#*$%o !o, $oce,o, (e 'e,)*#'!'(*( o ,o e,))'co, ,'o -+e +e(e,e$ *ce!e$*(o, o$ $oce,o, *)$9'co, o o$ /e9"eo, *)+$*!e,. No e7',)e + "o(e!o-+e +e(* ,e$ *!'c*(o * )o(o, !o, c*,o,.

E7',)e !o, "o(e!o, e,)*(5,)'co, !o, "o(e!o, /5,'co,. E)$e !o, "o(e!o, /5,'co, e7',)e"o(e!o, #*,*(o, e /!+;o, (e *%+* $e,'oe, (e o$o o,')'4o, "o(e!o, (e /!+;o o,*)+$*(o. E! "o(e!o * +)'!'*$ (ee(e (e !* '/o$"*c'9 e7',)e)e (e! "ec*',"o (e/*!!* $e,e)e.

Lo, "o(e!o, /5,'co, co #*,e e ,o/)*$e -+e co"#'* e!e"e)o, '($o%eo!9%'co, %eo)&c'co, ,o +* e$$*"'e)* <)'! *$* (e)e$"'*$ '4e!e, (e *"e** C$o,)$* F$*))'' 200B83 *$* $o#!e"*, !oc*!e, (e + (e)e$"'*(o (e,!'*"'e)o c+*(o !*co"!e;'(*( %eo!9%'c* o e, "+ %$*(e !* '/o$"*c'9 e7',)e)e e, ,+/'c'e)e *$* !*e!*#o$*c'9 (e + "o(e!o3 Po$ e;e"!o !o, "o(e!o, e!*#o$*(o, *$* !* c*>*(* A%+!')oe G'$9 S*)*(e$ S+$e S+$e 200683 e$"')'e$o o#)ee$ $e,+!)*(o, (e

$e('cc'9 "+ ,'"'!*$e, * !o, $e*!"e)e oc+$$'(o, *$* + *"#'e)e %eo!9%'co %eo"o$/o!9%'co "+ ,ec'!!o (e $e,+e,)* '"e('*)*. M*$5 N'e)o 200B83 '('c* -+e !*co"!e;'(*( %eo!9%'c* e !*, o*, )$o'c*!e, e, )*! -+e '"'(e o#)ee$ +* $e!*c'9

*$* $e(ec'$ !* oc+$$ec'* (e + (e,!'*"'e)o e +* (e)e$"'*(* $e%'9 c!'")'c* %eo!9%'c*.

3.0 E5e!%o$ de lo$ ro!e$o$ de 6u7ede!"7"e#%o$ 8 $e!do.4



E e,)*, coc!+,'oe, (*"o, * cooce$ !o, coce)o, #,'co, (e +* c**c'(*( o$)*)ee )*!+(e,3 !* 'c!'*c'9 -+e ,e $o(+ce e ('/e$e)e, )'o, (e )e$$eo. L* c**c'(*( (e,oo$)e (e e('/'c*c'oe, ,o#$e )*!+(e, !* 4*$'*c'9 (e! "9(+!o (e $e*cc'9 (e! ,+e!o *!*ce$c*$,e !* c'"e)*c'9 * !* ,+e$/'c'e (e! )*!+(.

Co"o e;e"!o ,e $e,e)* !o, $o#!e"*, e e! #*$$'o C*"o *!e%$e e @*$$*-+'!!*3e e! c+*! ,e * $e,e)*(o $o#!e"*, (e *%$'e)*"'e)o /*!!* )o)*! (e co,)$+cc'oe,,o#$e )*!+(e, (e *$c'!!*, "*$'*,3 (+$*, ,e,')'4*,3 !*, c+*!e, **$e)e"e)e ,o "+co"e)e)e, e$o -+e 'e$(e ,+ $e,',)ec'* o$ !* *!)e$*c'9 c*+,*(* o$ e! $oce,o (e+$#*'*c'9 o o$ !o, $oce,o, (e +"e(ec'"'e)o ,ec*(o.

EJERCICIOS N91

L* /'%+$* .1 "+e,)$* +* c'"e)*c'9 co)'<* ,o#$e + )*!+( (e ,+e!o %$*+!*$.E,)'"e !* c**c'(*( (e c*$%* <!)'"* ,e%<:

*8 E! "&)o(o (e Mee$o/. #8 E! "&)o(o (e ,o!+c'9 o$ c*$*c)e$5,)'c*, (e e,/+e$o.

ANEOS:

capacidad portante en taludes 1.docx

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