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FACULTAD: INGENIERIA Y ARQUITECTURA

ESCUELA: INGENIERIA CIVIL

ASIGNATURA : MECANICA DE SUELOS

DOCENTE: ING. JOSE MARCELO AREVALO ANGULO

ALUMNO : MESAS LLANOS GRANDEZ

Tarapoto 17 ! a"o


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INTRODUCCION

EN INGENIERA, LA MECNICA DE SUELOS ES LA APLICACIN DLEYES DE LA FSICAY LAS CIENCIAS NATURALES A LOS PROBQUE INVOLUCRAN LAS CARGAS IMPUESTAS A LA CAPA SUPERDE LA CORTEZA TERRESTRE. ESTA CIENCIA FUE FUNDADAKARL VON TERZAGHI, A PARTIR DE 1!".

TODAS LAS OBRAS DE INGENIERA CIVILSE APOYAN SOBRE EL DE UNA U OTRA FORMA, Y MUCHAS DE ELLAS, ADEMS, UTILIZ

TIERRA COMO ELEMENTO DE CONSTRUCCIN PARA TERRAPLDIQUESY RELLENOS EN GENERAL# POR LO QUE, EN CONSECUSU ESTABILIDAD Y COMPORTAMIENTO FUNCIONAL Y ESTESTARN DETERMINADOS, ENTRE OTROS FACTORES, PODESEMPE%O DEL MATERIAL DE ASIENTO SITUADO DENTRO DPROFUNDIDADES DE INFLUENCIA DE LOS ESFUERZOS QUGENERAN, O POR EL DEL SUELO UTILIZADO PARA CONFORMA

RELLENOS.
https://es.wikipedia.org/wiki/F%C3%ADsicahttps://es.wikipedia.org/wiki/Ciencias_naturaleshttps://es.wikipedia.org/wiki/Karl_von_Terzaghihttps://es.wikipedia.org/wiki/1925https://es.wikipedia.org/wiki/Ingenier%C3%ADa_civilhttps://es.wikipedia.org/wiki/Diquehttps://es.wikipedia.org/wiki/Diquehttps://es.wikipedia.org/wiki/Ingenier%C3%ADa_civilhttps://es.wikipedia.org/wiki/1925https://es.wikipedia.org/wiki/Karl_von_Terzaghihttps://es.wikipedia.org/wiki/Ciencias_naturaleshttps://es.wikipedia.org/wiki/F%C3%ADsica


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.

O(JETIVOS

O(JETIVO GENERAL D&'())*++() & &+ &'-/0(-& &+ **020&-* & 03&'-04(05 & &+

MECANICA DE SUELOS

O(JETIVO ES*ECIFICO Q& &+ (+2* 6&/( )&'*+3&) -&5)0(2&-& +*' 6)*7+&2('

A/80)0) &3*' **020&-*' 2&/0(-& ( 03&'-04(05 6)*9/-&2(.

A6)&/&) +*' 6)0060*' /& +( )&'0'-&0( /& +*' 2(-&)0(+&'

A6+0() +*' 9/(2&-*' : 2&-*/*+*4;(' ( ('*' )&(+&'.


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FUNDAMENTO TEORICO

COM*ORTAMIENTO DE LOS SUELOS GRANULARES.

P*) /&


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FORMA Y TAMA+O DE LAS *ARTCULAS

C* &&605 /& +*' 4)(*' &'9@)0*' * 70*', ( '*+( /02&'06&/& /&-&)20() * &(-0-/ &+ -(2(* /& +(' 6()-;+(' /& &'*, +( +('0


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'0&/* ) +( '2(-*)0( /& +*' )(/0*' 2&*)&' /& +*' (-*' 303*' * )&/*+(' 6()-;+(' : R &+ )(/0* /&+ ;)+* 0')06-*. N &' &+ 2&)* /& (-*'*2* 2&'-)( +(


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E+ ;/0& /& &'9&)00/(/ I& )&'+-(

'0&/* D/ &+ /0=2&-)* /&+ 0)+* :( =)&( &' 04(+ ( +( /& +( 6)*:&/& +( 6()'*7)& 6+(* 6()(+&+* ( ' 2(:*) /02&05 /& (6*:*, : D &+ /0=2/&+ 00)')06-*. T(270@ '& 6&/& 2&/0) +( &'9&)00/(/ * +( )&+(

'0&/* D& &+ /0=2&-)* &803(+&-& /& ( &'9&)( :* 3*+2&20'2* /& +( 6()-;+(, : L ' 2(:*) /02&'05. L*' 4)(*' *+(20()&' * (+()4(/(' 6)&'&-( ( &'9&)00/(/ 2: )&/06()-;+(' *7-&0/(' /& +(' 60&/)(' 8&7)(/(' 6*) -)0-)(05 2-0&& 4&&)(+2&-& 3@)-0&' 2: (4/*' : '& (4)6( +('0


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DENSIDAD RELATIVA

E' ( 6)*60&/(/ ;/0& /& +*' '&+*' : '& &26+&( *)2& 4)(3(' : ()&(', &' /&0), & '&+*' 8& *-0&& &+'03(2&-& 6()-;+(' 2(:*)&' ( ?.? 22 2(++(

L( /&'0/(/ )&+(-03( &' ( 2(&)( /& 0/0() &+ 4)(/**26(0/(/ *26(-(05 /& '&+* : '& 6&/& &2-(-* 6()( '&+*' & &'-(/* (-)(+ *2* 6()( )&++&*'*26(-(/*' ()-0


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.DENSIDAD MINIMA

C*+*() &+ 2(-&)0(+ & &+ 2*+/& -( '&+-* *2*'&( 6*'07+&, 3(0=/*+* (J>* *'-(-& : (>'-(/* +( (+-)( /& +(/&'()4(.

E)('() &+ 2(-&)0(+ &&/&-& 2&/0(-& (6('(/( *-0( * ( )&4+( /& (&)*,6)*)(/* * *26(-() &+ 2(-&)0(+.

DENSIDAD M,-IMP()( +( )&(+0(05 /& &'-&&0'-& /*' 2@-*/*', &+ 2

'&* : &+ 2&/*

MTODO SECO:

S& (>'-( (+ 2*+/& &+ *++() '6&)0*), : &+*>-* ( +( 2&'( 307)(/*)(. S& *+*( +('*7)&()4( & +( '6&)* /&


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ESTRUCTURA DE LAS*ARTCULAS TE-TURA

ESTRUCTURA DE LOS SUELOS.

L( &'-)-)( 6)02()0( & ' &'-(/* (-)(+, &' +(/0'6*'005 : &'-(/* /& (4)&4(05 /& +*' 4)(*',+* 8& /&6&/& /&+ (270&-& /& 2&-&*)0(05 &+*' '&+*' )&'0/(+&', * /&+ (270&-& /&/&6*'005 & +*' '&+*' -)('6*)-(/*'. E'-( &' +(9=7)0( -&-)(+ 8& &)&/( &+ '&+*. O-)('/0'*-00/(/&' & +( 2('(, 6*) &>&26+*,6+0&4&' : 9)(-)(', 6*) -&-*0'2*, 3+(0'2*,&-., * +(' 8& 2()( 0+*' /& (-030/(/4&*+540( 6+(*' /& &'-)(-0


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TE-TURA


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DISTRI(UCION DE TAMA+O DE *ARTICULAS


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A*LICACIONES DEL AN,LISIS GRANULOMTRICO

E+ (=+0'0' 4)(+*2@-)0* '& -0+0( & +*' '040&-&' ('*'

P()( +('0&.

E'-(70+0(05 2&=0(

C(/* +( /0'-)0705 4)(+*2@-)0( /&+ '&+* -0+0(/* *2* 2(-&)0(+ /& *'-26+& * +*' )&80'0-*' /& 4)(+*2&-);( /&7& )&(+0()'& +( *))&05 4)(+*2++(2(/( &'-(70+0(05 2&=0(.


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*ROCEDIMIENTOS& )&(+0( &+ (=+0'0'4)(+*2@-)0* /& (27*'2(-&)0(+&' : '& /&-&)20(

'' )&'6&-03(' )3('4)(+*2@-)0(' 6()(3&)0


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DISE+O DE FILTROS *ARA SISTEMAS DE SU(DRENAJE.

E+ '7 /)&(>& &' ( 2&-*/*+*4;( 2: && '7-&))=&* * '7/)&(>& '* * /& +*'2=' &9&-03*' 6()( +( &'-(70+0(05 /& +*' /&'+0(20&-*'. E

'7-&))=&* -0&& 6*) *7>&-* /0'200) +(' 6)&'0*&' /& 6*)*' * 02@'-(' (2&-&. A 2&*) 6)&'05 /& 6*)*' +( )&'0'-&0( /&+ '&+*: '& &+020( +(' 9&)(' 0/)*'-=-0(' /&'&'-(70+0(-&' : '& 9(-*) /& '&4)0/(/ /& +(' '6&)


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MATERIALES DE FILTRO O FILTROS

L*' 2(-&)0(+&' &()4(/*' /& +( /*7+& 20'05 /& 6&)20-0) &+ 6('* 9(0( &+ &-&)0*) : /& 026&/0) &+ ())('-)& /& +(' 6()-;+(' /&+ '&+* 6

M*' '* +*' 2(-&)0(+&' 8& '& -0+0( , 6&)* 6*) )(*&' /& &-*/* & +(' 3;(' -&))&'-)&' &' 6)&/*20(-& +( -0+0(05 /& (4)&4/&+ -(2(* /& +( ()&( : /& +( 4)(3(. S -0+0(05 '&+& &'-() -7*' 2(9(-)(/*' 6&)9*)(/*' * * +*' 8& *)2(+2&-& 6((+0(05 : &+020(05 /& +(' (4('.REQUERIMIENTOS DE *ERMEA(ILIDAD EN EL MATERIAL DEL F

E+ 2(-&)0(+ /&7& 4()(-0() '


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REQUERIMIENTOS DE SEGREGACI2NP()( &30-() &'-& 6&+04)* '& )&80&)& D? /&+ & -0+0( -7&);( /& /& /0=2&-)*. L(' 6&)9*)(0*&' '&+& -&&) /0=2&-)*' /& " ( 1? 22.MATERIALES DE FILTRO EST,NDARE *('0*&', &' /09;0+ &*-)() 2(-&)0(+ (-)(+ 8& */00*&' /&+ 2(-&)0(+ /&


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L( (-04( S&)&-();( /&O7)(' P7+0(' /& M@0*SOP, )&*2&/(7( %& ; ''

No. 1& & ;


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A/&2=' '& -0&& +( '040&-& 4)(+*2&-);(

Ma$$a

5 6! pa#a

19

1&&

9 ?& ; 1&&

& ; 1&&

N@ >

%' ; >&

N@

1 ;


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FILTROS DE GEOTE-TIL

L*' 4&*-&-0+&' '* -&+(' 6&)2&(7+&', ( * 4&*-&-0+ &26+&( (4)&4: 09*)2&'.L*' -(2(*' 8& '& -0+0( *22&-& '* +*' '040&-&'

B+*8&' /& )*( /& ! ( /& /0=2&-)*.G)(3(' /& 1 ( ! /& /0=2&-)*.G)(3(' /& ( 1 /& /0=2&-)*


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DISE+O DEL MATERIAL DE FILTROA/00*(+2&-& ( +*' )0-&)0*' (-&)0*)&', '& /&7& -&&) & '040&-&'

L*' '&+*' )&'0/(+&' '* 2: 3()0(7+&' 4)(+*2@-)0(2&-&)&(+0()'& 7& 2&)* /& &'(:*' /& 4)(+*2&-);(, 6)&30(/0'&* /&+


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DISE+O DE SU(DRENES DE ZANJAE+ /0'&* /& '7/)&&' /& (>( -0&& 6*) *7>&-* /&-&)20() +*' '040&-&' & P)*9/0/(/ : (* /& +( (>( E'6(0(20&-* &-)& (>(' L*(+0(05 & 6+(-( /& +*' '7/)&&' M(-&)0(+


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U /)& /& (>( -;60* &' /& 1 2&-)* /& (* : /& 1 ( 2&-)*' /& 6'0'-&2( 2=' -0+0(/* (-(+2&-&, &' &+ /& 2(-&)0(+ 4)&'* &3&+-* &-&>0/*, &+ (+ (-( *2* &+&2&-* (, '& *+*( &

0-)*/& ( 2(4&)( * -7* /&


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SU(DRENES *ARA *AVIMENTOS

G&&)(+2&-& -0&& +( 905 /&/)&() : &3(() &+ (4( 8& (9&-( (

+(' (6(' /& 7('& : '77('& /)&(-&'/& 6(302&-*' ('; /0'&(/*', 6*) +* 8&'& 70( 02&/0(-(2&-& 6*) /&7(>*/& +( (6( /)&(-& 2=' 7(>( /& +(&'-)-)( /&+ 6(302&-* & *-(-** +( '7)('(-&. E'-& -06* /& /)& *&' (/&(/* 6()( /)&() J>*' /&*))0&-&' /& (4( '7-&))=&( 8& '&6&/( (++() 6*) /&7(>* /&+ 03&+ & 8&'* *+*(/*'. E'-& '7/)& /&7& ++&3()-7&);( 6&)9*)(/( /& 1?? 20+;2&-)*' 1??22 /& /0=2&-)*,


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MATERIAL FILTRANTEP*/)= '&) (-)(+, 6)*3&0) /& +( -)0-)(05 /& 60&/)( * )*(, * '&)

/& (27*' : &'-()= *'-0-0/* 6*) 9)(42&-*' /)*' : )&'0'-&-&(/&2=', 26+0) +*' '040&-&' )&80'0-*'* G)(+*2&-);(P()( ('*' & 8& * '& -0+0& 4&*-&-0+ & &+ )&7)020&-* /&+ 2(-&)0(+


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