Mecnica de SuelosIng. Hugo BonifazMilton RochaIngeniera CivilC-202RC! 20"#Infor$e %er$ea&ilidad'nsa(o de carga constanteNDICE1. ANTECEDENTES..............................................................................................................................................1.1. DESCRIPCIN............................................................................................................................................1.2. OBJETIVO...................................................................................................................................................2. TRABAJOS REALIZADOS..............................................................................................................................2.1. TRABAJOS DE LABORATORIO...............................................................................................................2.2. TRABAJOS DE GABINETE.......................................................................................................................2.3. MATERIALES..............................................................................................................................................2.4. PROCEDIMIENTO..................................................................................................................................2.5. CALCULOS.............................................................................................................................................3. CONCLUSIONES Y RECOMENDACIONES................................................................................................3.1. CONCLUSIONES........................................................................................................................................3.2. RECOMENDACIONES.............................................................................................................................4. ANEXOS............................................................................................................................................................ANEXOS................................................................................................................................................................HOJA DE CAMPO.................................................................................................................................................1. ANTECEDENTES1.1. DESCRIPCININTRODUCCION:Lossu!oss"#$%o&'()os*o&*(&"+,u!(s'-$&(!ss.!-)(s/u)0($1(,+os$"&!!(s.Es"os 1(,+oss"#$-$"&,o$,"()os 2*&'-"$! %!u0o)(3u(("&(14s)!!os. Es"o,o$1-&" ( !os su!os $ '("&-(!s *&'(5!s (! (3u(. E! 3&()o ) *&'(5-!-)() s )"&'-$()o (*!-,($)o ( u$( 'us"&( s("u&()( ) su!o u$()-%&$,-( ) *&s-.$ 6-)u!-,(. E! ,o%-,-$" ) *&'(5-!-)() s 7*&s()o $ "4&'-$os ) 1!o,-)(). Es" %$.'$o s3o5&$()o *o& !(s '-s'(s !2s %+s-,(s $ "o)os !os "-*os ) su!os 2 !( )-%&$,-( $ !,o%-,-$" ) *&'(5-!-)() $ "-*os ) su!os 7"&'os s so!o u$( ,us"-.$ ) '(3$-"u).Mtoo! "#$%to!:su *&-$,-*(! o50"-1o s !( )"&'-$(,-.$ )! ,o%-,-$" )*&'(5-!-)(). Pu)$ )-1-)-&s $8 (9 E$s(2os ) !(5o&("o&-o8 P&'#'"&o),(&3(,o$s"($"8 *(&(su!os)(!"(*&'(5-!-)(): ,o'o(&$(s23&(1(s. P&'#'"&o ) ,(&3( 1(&-(5!8 *(&( su!os ) ')-($( *&'(5-!-)() ( 5(0(*&'(5-!-)(): ,o'o !-'os 2 (&,-!!(s. 59 E$s(2os ) ,('*o. Mtoo! "&"#$%to!:"-$$ ,o'o %-$(!-)() *&-$,-*(! !( )"&'-$(,-.$ ) (!3;$ o"&o*('"&o o *&o*-)() )! su!o 2 s !os u"-!-Lo$3-"u) ) !( 'us"&( $ ! s$"-)o )! 'o1-'-$"o )! (3u(. A> @&( o s,,-.$ "&($s1&s(! ) !( 'us"&(. H>P4&)-)(),(&3(6-)u!-,("o"(! $"&!os*u$"os122: 5(0o!(,u(! s*&o)u,!(-$%-!"&(,-.$. ">T-'*o )! $s(2o.1.2. OBJETI(OS D"&'-$(& ! ,o%-,-$" )*&'(5-!-)() = )u$ su!o:*o&')-o)!$s(2o ),(&3( ,o$s"($" $ ! !(5o&("o&-o. C(!,u!(& !( 1!o,-)()))s,(&3( )! su!o$s"u)-o: $5(s (! ,o%-,-$" )*&'(5-!-)() 2 ! 3&()-$". D"&'-$(& !( 1!o,-)() ) -$%-!"&(,-.$ *o& ')-o ) !( *o&os-)().2. TRABAJOS REALIZADOS2.1. TRABAJOS DE LABORATORIOP(&( ,o'*!'$"(& !( -$%o&'(,-.$ o5"$-)( $ ,('*o 2 ,o$ ! o50"-1o ) )"&'-$(& !(s*&o*-)()s +$)-,)!oss"&("os$,o$"&()os: s&(!- 55:53 s3.A= (7,6)24A= 36125A=45,365cm2)ie$*o+s,H -ol.$en+c$/", 0ongitud+c$,Secci1ntransv+c$/2,.%er$ea&ilidad#234 100 10 14,61 45,365 0,000595295##3" 100 10 14,61 45,365 0,000582377#232 100 10 14,61 45,365 0,000592012##3" 100 10 14,61 45,365 0,000582377#53" 100 10 14,61 45,365 0,000572033##35 100 10 14,61 45,365 0,000579235#532 100 10 14,61 45,365 0,000571019#530 100 10 14,61 45,365 0,000575097#53" 100 10 14,61 45,365 0,000572033##35 100 10 14,61 45,365 0,000579235K=QLAHtK=10cm314,61cm45,365cm2100cm55,53seg.K=5, 80 x103 cmsPso )! *&'#'"&o I'us"&(8 2GD2:2 3&.Pso )! *&'#'"&o I'us"&( s("u&()(8 32F2:1 3&.Pso )! (3u(> J32F2:1 K 2GD2:2 9 3&LM> 31G:G 3&.Mus"&( s("u&()( LM>VM>V1V1> 31G:G cm3Vt=14,61( 7,6)2Vt=2651,11cm3n=VvVt = 319,92651,11=0,12($/o%". $ $!%.#0.:i= hL = 10014,61=6,845V=kiV=5,80 x103 cms 6, 845V=0,0397 cmsV=3,97 x 102 cms ($/o%". $ "&1"/t#.%"2&:V inf =Vn =3,98x 102 cms0,12=0,33cm/ sRESULTADOS E! ,o%-,-$")*&'(5-!-)())! su!o)s"$s(2o*&s$"(u$1(!o&,(!,u!()o ) K=5, 80 x103 cms L(1!o,-)()))s,(&3(sV=3, 97 x102 cms,(!,u!()o$5(s(!,o%-,-$" ) *&'(5-!-)() 2 ! 3&()-$". L( 1!o,-)() ) -$%-!"&(,-.$ *&s$"( u$ ,(!o& ) 0, 33cm/ s3. CONCLUSIONES Y RECOMENDACIONES3.1.CONCLUSIONES L( *&'(5-!-)() )*$) ) !( ,o'*(,"(,-.$ /u "$3( ! su!o: s- s '#s,o'*(,"()o "$) u$( '$o& *&'(5-!-)(). L( (!"u&( )! '5u)o-$%!u2 $ !( 1!o,-)() ) -$3&so ) %!u0o ) (3u(: s-$'5(&3o $o -$%!u2 $ !( *&'(5-!-)(). Los %(,"o&s /u -$%!u2$ $ !( *&'(5-!-)() ) !os su!os so$ !( 1-s,os-)())! %!u-)o: !( )-s"&-5u,-.$ )! "('(No 2 ) !os *o&os 2 !( &!(,-.$ ) 1(,+os. Los su!os "-$$ 1(,+os -$"&,o$,"()os ( "&(14s ) !os ,u(!s ! (3u( *u)%!u-& ) *u$"os ) !("( $&3+( ( *u$"os ) 5(0( $&3+(. M-$"&(s'$o&s!(*o&os-)())!su!o: '(2o&s!((s,$s-.$)!(3u(("&(14s ) !os -$"&s"-,-os )! su!o. L(s (&,-!!(s so$ '$os *o&os(s /u !(s (&$(s )5-)o ( su ,o'*os-,-.$3&($u!o'4"&-,(: &(