2.-informe subestacion amarilis segun plantilla.doc

7/23/2019 2.-INFORME subestacion amarilis segun plantilla.doc

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"ANTEPROYECTO SUB ESTACION

LABORATORIO DE SUELOS, CONCRETO Y ASFALTO LA PIRAMIDE E.I.R.L.Ruc: N20528055!!

INFORME DEL ESTUDIO DE GEOLOGICO, GEOTECNICO Y DEMECANICA DE SUELOS

HUANUCO NOVIEMBRE DEL 2012

ANTEPROYECTO SUBESTACION AMARILIS Pgina 0

LABORATORIO DE SUELOS, CONCRETO Y ASFALTO

LA PIRAMIDEE.I.R.L.


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INDICE

1. DESCRIPCION GENERAL DEL PROYECTO

2. EXPLORACION DE CAMPO

3. CONDICIONES GENERALES DEL TERRENO Y DEL SUBSUELO

4. ENSAYOS DE LABORATORIO

. ANALISIS DE LAS PRUEBAS DE CAMPO Y DE LABORATORIO

!. METODOLOGIA EMPLEADA EN EL ESTUDIO GEOTECNICO

!.1. E"#a$i%i&a& &' Ta%(&'" )'*+a,a+i-n /'%%'n0"

. CRITERIOS DE DISEO

.1. Ti0 &' +i5'n#a+i-n

.2. P/06(n&i&a& &' +i5'n#a+i-n )D6.3. D'#'/5ina+i-n &' %a +a/ga &' /0#(/a a% +0/#' 6a+#0/ &' "'g(/i&a&

)7S.

.4. E"#i5a+i-n &' %0" a"'n#a5i'n#0" 8(' "(6/i/9a %a '"#/(+#(/a +0n %a

+a/ga a%i+a&a )&i6'/'n+ia%'" :0 #0#a%'".

.. P/'"i-n a&5i"i$%' &'% #'//'n0 )&'#'/5ina&a a &i6'/'n#'"

/06(n&i&a&'"; +0n ,a/ia+i-n &' a&(/a

.?. O#/0" a/5'#/0" 8(' "' /'8(i'/an a/a '% &i"'=0 0 +0n"#/(++i-n

&' %a" '"#/(+#(/a" +(0 ,a%0/ &''n&a &i/'+#a5'n#' &'% "('%0.

?. CONCLUSIONES



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1. DESCRIPCION ENERAL DEL PROYECTO

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a%#'/a&a".o En"a0" &' %a$0/a#0/i0 &' %a" 5('"#/a" '*#/a9&a"

o An%i"i" g'0#@+ni+0 'n "($'"#a+i0n'"o D'#'/5ina/ %a in60/5a+i-n 59ni5a a/a '6'+#0" "9"5i+0" &'%

/0'+#0.



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o a D'#'/5ina/ '% #i0 &' "('%0 '*i"#'n#' /'&05inan#' 'n+a&a +a%i+a#a /'a%i>a&a; ,'/i+an&0 %a" /0i'&a&'" 69"i+a"5'+ni+a" %a +aa+i&a& &' +a/ga a/a "00/#a/ %a" +a/ga"'"##i+a" 8(' #/an"5i#'n %a '"#/(+#(/a a% #'//'n0 &'6(n&a+i-n.

o M('"#/'0 $a"a&0" 'n %a" n0/5a" NTP 33H.11 )ASTMD422aL(ga/ La E"'/an>aA%#i#(&. 2


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P%an0 #00g/+0 &'% #'//'n0 'n %a %0+a%i&a& &' %a E"'/an>a

L0+a%i>a+i-n Di"#/i#a% &'% P/0'+#0



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Localizacin Regional del !o"ec#o

LOCALIZACIN NACIONAL DEL PROYECTO

ANTEPROYECTO SUBESTACION AMARILIS Pgina $


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!.'. CONDICIONES CLIM(TICAS

E% +%i5a 'n %a +i(&a& &' (n(+0 'n %a %0+a%i&a& &' LaE"'/an>a &0n&' "' 'n+('n#/a '% /0'+#0 '" /0i0 &' %a"'//an9a '/(ana +0n (na a+'n#(a&a (ni60/5i&a& &'+a/a+#'/9"#i+a /0ia &'% %(ga/; 8(' +0//'"0n&' a% /'a &'%'"#(&i0 +0n +%i5a" T'5%a&0 "'+0 )C "'gJn %a&i"#/i$(+i-n &' K0'n ; 'n %a a/#' an&ina +%i&0 'n %a>0na 50n#a=0"a. La #'5'/a#(/a /05'&i0 &' %a >0na &'%/0'+#0 '" &' 1HC 'n '% ,a%%' &' (n(+0.

!.5. ALTITUD DE LA )ONAE% /0'+#0 "' 'n+('n#/a %0+a%i>a&0 'n (na a%#i#(& &' 2


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!.*. CARTORAFIA UTILI)ADA Maa 69"i+0F0%9#i+0 &'% D'a/#a5'n#0 &' (n(+0. Maa 69"i+0F0%9#i+0 &' %a P/0,in+ia &' (n(+0 Maa "i+0F0%i#i+0 &'% Di"#/i#0 &' A5a/i%i" Ca/#a &'% IGN a '"+a%a 1:1


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i"#a 60#0g/+a &' %a >0na &' '*%0/a+i0n'" &'% +a50 a/a '%/0'+#0 &' "($'"#a+i-n.

2.2 TRABA$O DE CAMPOPa/a %a '*%0/a+i-n &' +a50 "' '"#a$%'+i- '% /0g/a5a &'in,'"#iga+i-n 59ni50; &' a+('/&0 a %0 '*igi&0 'n '%R'g%a5'n#0 Na+i0na% &' E&i+a+i0n'" N0/5a EF


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En +a&a +a%i+a#a "' a &'"a//0%%a&0 %0" 'n"a0" &'&'n"i&a& na#(/a% &'% #'//'n0.

1. Mu/34S' #05a/0n 5('"#/a" a%#'/a&a" &i"#(/$a&a" &' +a&a(n0 &' %0" #i0" &' "('%0" 'n+0n#/a&0" 'n +a&a '"#/a#0 &' +a&a +a%i+a#a; &' a+('/&0 a %a n0/5a ASTM DF42a/ 'n"a0" &'%a$0/a#0/i0 0&'/ 0$#'n'/ %a" +0n"#an#'" 69"i+a" %a"

/0i'&a&'" 69"i+0 5'+ni+a &' %0" "('%0" 'n+0n#/a&0"'n +a&a '"#/a#0.

ANTEPROYECTO SUBESTACION AMARILIS Pgina (


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c. R/34 6 7cc9L('g0 &' %a" '*+a,a+i0n'" /'a%i>a&a" 'n +a&a +a%i+a#a"' a /0+'&i&0 a %a &'"+/i+i-n ,i"(a%5an(a% &' %0""('%0" 'n+0n#/a&0 'n +a&a '"#/a#0 +a&a 0/i>0n#';an0#an&0 /0i'&a&'" +050 '"'"0/ &'% '"#/a#0; +0%0/;

(5'&a& na#(/a%; +0n"i"#'n+ia; '#+.; "'gJn %a n0/5aASTM D 24??.

2.& PERFIL ESTRATIRAFICO DE LAS CALICATASLa '"#/a#ig/a69a &' +a&a +a%i+a#a "' ('&' +0n"i&'/a/ (ni60/5' 'n+a&a '"#/a#0 'n+0n#/a&0; +0n a%g(na" ,a/ia+i0n'" (n#(a%'"; #a%+050 "' ',i&'n+ia 'n %a" +a%i+a#a" /'a%i>a&a"; "' a "'g(i&0 %a"'+('n+ia &' %0" '"#/a#0" &' a//i$a a+ia a$a0 'n %a +a%i+a#a.

CALICATA C;!La '*+a,a+i-n "' a /'a%i>a&0 &' &i5'n"i0n'" 1.< 5# * 1.< 5#;a"#a 3.< 5#" &' /06(n&i&a&; 'n '"#a +a%i+a#a "' a 'n+0n#/a&0#/'" '"#/a#0" +05('"#0 0/ (n "('%0 &' g/an0 n0 'n %a" +aa""('/i0/'" "('%0 &' g/an0 g/('"0 'n %a" +aa" in6'/i0/'"; "('%0&' +0%0/ 5a//-n 0"+(/0 'n %a" +aa" "('/+ia%'" &' 5a//-na5a/i%%'n#0 'n %a" +aa" /06(n&a"; '% /i5'/ '"#/a#0 a


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CALICATA C;2

La '*+a,a+i-n "' a /'a%i>a&0 &' &i5'n"i0n'" 1.< 5# * 1.< 5#;a"#a 3.< 5#" &' /06(n&i&a&; 'n '"#a +a%i+a#a "' a 'n+0n#/a&0&0" '"#/a#0" +05('"#0 0/ (n "('%0 &' g/an0 n0 'n %a" +aa"

"('/i0/'" "('%0 &' g/an0 g/('"0 'n %a" +aa" in6'/i0/'"; "('%0&' +0%0/ 5a//-n 0"+(/0 'n %a" +aa" "('/+ia%'" &' 5a//-na5a/i%%'n#0 'n %a" +aa" /06(n&a"; '% /i5'/ '"#/a#0 a 1.2< 5#".;&' '"'"0/ '"# +05('"#0 0/ (na a/+i%%a in0/gni+a +0n/'"'n+ia &' 5a#'/ia% g/an(%a/ 'n 0+0 0/+'n#a'. E% "'g(n&0'"#/a#0 &' 2.3< 5#".&' '"'"0/ '"#a +0n60/5a&0 0/ (n "('%0 &'g/an0 g/('"0 +05('"#0 0/ 5'>+%a &' g/a,a" a/'n0"a"; a% na%&' %a '*+a,a+i-n "' 'n+0n#/- a0/a5i'n#0 /0+0"0 )/0+a5'#a5-/+a.

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CALICATA C;'La '*+a,a+i-n "' a /'a%i>a&0 &' &i5'n"i0n'"1.< 5# * 1.< 5#; a"#a 3.< 5#" &' /06(n&i&a&; 'n '"#a+a%i+a#a "' a 'n+0n#/a&0 #/'" '"#/a#0" +05('"#0 0/ (n "('%0&' g/an0 n0 'n %a" +aa" "('/i0/'" "('%0 &' g/an0 g/('"0 'n%a" +aa" in6'/i0/'"; "('%0 &' +0%0/ 5a//-n 0"+(/0 'n %a" +aa""('/+ia%'" &' 5a//-n a5a/i%%'n#0 'n %a" +aa" /06(n&a"; '%/i5'/ '"#/a#0 a


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2.' DESCRIPCION EOTECNICA DE LA )ONALa >0na &' '"#(&i0 /'"'n#a (n "('%0 (ni60/5' +0n"0%i&a&0; '"(n "('%0 /'"i&(a%; +0n '"#/a#0" (ni60/5'" &0n&' 'n %a" +aa""('/i0/'" "' ',i&'n+ia %a /'"'n+ia &' (n "('%0 &' g/an0 n0 'n %a" +aa" /06(n&a" "' ',i&'n+ia (n "('%0 &' g/an0 g/('"0;

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2.5 PRESENCIA DE NI%EL FREATICOEn %a >0na &'% /0'+#0 'n %a" +(a#/0 +a%i+a#a" /'a%i>a&a" 4


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ANTEPROYECTO SUBESTACION AMARILIS Pgina 1$


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ANTEPROYECTO SUBESTACION AMARILIS Pgina 1%


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&.& UNIDADES EORAFICAS EN LA )ONA DEL PROYECTO

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&.H.! TERRENOS DEL NEOPROTERO)OICOE"#0" #'//'n0" '"#n +0n"#i#(i&0" g'n'/a%5'n#' 0/ "'/i'"5'#a5-/+a" 0%i&'60/5a&a". Li#0%0gi+a5'n#' '"#n/'/'"'n#a&0" 0/ 6a+i'" &' '"8(i"#0" ,'/&'" gn'i"'". E% 0/ig'na/a&'/i,a&0 &'% 5a#'/ia% 5'#a5-/+0 /0,'n&/9a &' (n >-+a%0"i%i+0 5( an#ig(0.

&.H.2 TECT#NICA Y METAMORFISMOLa" &'60/5a+i0n'" 'n %a" /0+a" &'% N'0/0#'/0>0i+0 "0n 0+0

+0n0+i&a"; 0/ %0 8(' "' in'/' (n &'"a//0%%0 &' ,a/ia" 6a"'"#'+#-ni+a" a(n n0 $i'n &'#'/5ina&a" E"#a" &i6'/'n#'" 6a"'"#'+#-ni+a" a$/9an &'60/5a&0 %a" /0+a" '%i#i+a" /i5a/ia" &an&00/ig'n a (n &'"a//0%%0 ,a/ia&0 &' 60%ia+i0n'" )'"8(i"#0".En '% /'a &' (an+aa%%a+ %a" &'60/5a+i0n'" &' /0+a" &'%n'0/0#'/0>0i+0 +0//'"0n&'/9an a +(a#/0 6a"'" #'+#-ni+a")CARLIER; G. 1H?3.La /i5'/a 6a"' '" "in+/-ni+a +0n '% 5'#a50/"50 /'gi0na% a6'+#a a %a "'/i' a/'n0'%i#i+a in6'/i0/; 60/5an&0 %i'g('"i"0+%ina%'" +0n %an0" a>ia%'" 0+0 in+%ina&0"; 5a/+a&0" 0/ (na'"8(i"#0+i&a& &' (0; %a" 0/i'n#a+i0n'" &' %0" ''" &' %0"

%i'g('" "0n 1


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5i+a'"8(i"#0" 0$"'/,a&a +'/+a &' &' ig('/a"; &0n&' %0"%i'g('" "0n +0n+@n#/i+0" +'n#i5'#/i#0". E% %an0 a*ia% '"/'%a#i,a5'n#' in+%ina&0 '"#a 0/i'n#a&0 &' SE a NE; %a &i/'++i-na*ia% &' %0" %i'g('" a+0"#a&0".S'gJn '"#(&i0" /'6'/'n+ia%'" )MEGARD; 7. 1H3; DALMAYRAC;

B.1H3 'n g'n'/a% %a >0na &' '"#(&i0 '"#a/9a a6'+#a&a 0/ (n5'#a50/"50 /'gi0na% 8(' ,a 'n (n /ang0 &' +a#a>0na% a'i>0na%; %0 8(' &a %(ga/ a (na #/an"60/5a+i-n &' %a" /0+a"0/igina%'". E% !0i+0 in6'/i0/.En '% /'a &' '"#(&i0 %0"' '"+a"0" &'-"i#0" &'% Pa%'0>0i+0in6'/i0/ 8(' "' %0+a%i>an a% N0/#' &' %a +i(&a& &' (n(+0 '"#na6'+#a&0" 0/ '"#a 6a"'; 50"#/an&0 (na &@$i% &'60/5a+i-n.E% /'&(+i&0 a0/a5i'n#0 &'% a%'0>0i+0 in6'/i0/ 'n '"#a a/#' &'%a +0/&i%%'/a O/i'n#a%; "' '*%i+a &'$i&0 a 8(' %a >0na &' (n(+0

'"#a/9a "i#(a&a 'n %a" 5/g'n'" 0/i'n#a%'" &' (na an#ig(a +('n+a'0a%'0>0i+a. E% &'"a//0%%0 #'+#-ni+0 'n '"#0" #'//'n0" &' 50&0g'n'/a%; 'n#0n+'" /'/'"'n#a/ian '"6('/>0" &' na#(/a%'>a+05/'n"i,a &' 0+a in#'n"i&a&; 0/iginan&0 %'ga5i'n#0 &'&i/'++i-n NOFSE.D' a+('/&0 a% g/a&0 &' &'60/5a+i-n; %a >0na &' (n(+0 '"#a/9a+05/'n&i&a 'n %0" %95i#'" &' %a '"8(i"#0+i&a& &' 6/a+#(/a '%&05ini0 &' %a '*i-n 8(' "' ('&' '"#a/ a+05a=a&0 &' /(#(/a.D'$i&0 a %a a("'n+ia &' &'-"i#0" &',0nian0" 'n %a >0na'"#(&ia&a /'"(%#a &i69+i% '"#a$%'+'/ +0n /'+i"i-n %a '&a& &' %a"&'60/5a+i0n'" 8(' a6'+#an a% Pa%'0>0i+0 in6'/i0/.

&.H.' Dc436c 6 u3E"#a &i"+0/&an+ia '" 0$"'/,a&a a 1 5 a% 0'"#' &' (n(+0+'/+a &'% ('$%0 &' ig('/a" 5a/+a '% %95i#' 'n#/' %0" #'//'n0"&'% Pa%'0>0i+0 in6'/i0/ :0 N'0/0#'/0>0i+0" )n0 ',i&'n#'" +0n '%Pa%'0>0i+0 "('/i0/. E"#a &i"+0/&an+ia "'/ia (na ',i&'n+ia &' (na6a"' #'+#-ni+a 0"#F0/&0,i+iana /'F+a/$0ni6'/a "'/ia %a',i&'n+ia &' %a 6a"' E0'/+9ni+a )DALMAYRAC; B. 1H?!.

&.H.5 MANETISMO INDIFERENCIADO&.H.5.! E?@-?/4 6 P-u/4.; En '% /'a &' (n(+0"' a &i6'/'n+ia&0 &0" #i0" &' in#/("i#0" '5%a>a&0" 'n %aC0/&i%%'/a O/i'n#a%; 'n %0" +(a%'" "' +a/'+' &' '&a&'"



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g'0+/0n0%0gi+a" 8(' '/5i#an "( i&'n#i+a+i-n +0n a%g(na" &' %a"0/0g'nia".

Un0 &' '"#0" +('/0" +0n"#i#(' (n 5a+i>0 +05('"#0 0/g/ani#0"; g/an0&i0/i#a" &i0/i#a"; "i#(a&0" a% O'"#' NO &' %a

+i(&a& &' (n(+0 0+(an&0 (n 2


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A(5'n#a %a '/5'a$i%i&a& 0/0"i&a& &' %0" "('%0" 0/ a++i-n &'%a" /a9+'" '% ag(a; a"i5i"50 a(5'n#a %a +aa+i&a& &' /'#'n'/%0;'n %a >0na &'% /0'+#0 "' +a/'+' &' +0$'/#(/a ,'g'#a% 0/ %0 8('"' /'+05i'n&a %an#'a/ /'a" ,'/&'" #/a#a&a" 'n '% '/95'#/0 &'%#'//'n0 &i"0ni$%' )C'/+0 ,i,0.

O3?4 %4P0/ "'/ (n 5'&i0 8(' +0n"'/,a %a" &i6'/'n#'" 60/5a" &' ,i&aani5a% ,'g'#a% &an 0/ig'n a 5(+0" 0#/0" 0/gani"50"; '/0 'nn('"#/0 +a"0 0/ "'/ (na /'a in#'/,'ni&a n0 '*i"#' 5(+a/'"'n+ia &' 0/gani"50" ,i,0" 'n %a >0na &'% /0'+#0.

&.!0 FACTORES EODINAMICOSA@c/4 T4@43Kc4La 'n&i'n#' 50&'/a&a 8(' #i'n' '% #'//'n0 &' %i$/'&i"0ni$i%i&a& a/a '% /0'+#0 n0 '/5i#' %a 60/5a+i-n &'ani'g0"; +a/+0" &' ag(a; 0/ '% +0n#/a/i0 6a+i%i#a %a 6+i%',a+(a+i-n &' %a" ag(a" %(,ia%'"; "0$/' #0&0 'n #'50/a&a" &'5*i5a /'+ii#a+i-n 'n %a @0+a &' In,i'/n0.

E349 6uc6 4 4/34@cL0" #/a$a0" &' '%i5ina+i-n &' %a +0$'/#(/a ,'g'#a% 'n %a >0na &'%/0'+#0; /0&(+#0 &' %a '*an"i-n (/$ana 0n' ,(%n'/a$%' %a>0na &'% /0'+#0 0/ %a /'"'n+ia &' (n "('%0 +0n %ig'/a+0'"i-n; "in '5$a/g0 %a '/5'a$i%i&a& a(&a a 5an#'n'/ '%'"#a&0 "a#(/a&0 &' %0" "('%0" 'n @0+a" &' in,i'/n0 +0n

/'"'n+ia &' %%(,ia".&.!! EODINAMICA INTERNA

&.!!.! S?c66La >0na &'% /0'+#0 "' 'n+('n#/a '5%a>a&a 'n %a /'gi-n +'n#/a%&'% P'/J "'gJn '% 5aa &' >0ni+a+i-n "9"5i+a %a >0na &'%/0'+#0 "' 'n+('n#/a 'n (na +%a"i+a+i-n &' #i0 2 'ni50/#an+ia "9"5i+a. C0n %a 0+(//'n+ia &' "i"50" &' in#'n"i&a&&'% 0/&'n I 'n %a '"+a%a &' M'/+a%%i 50&i+a&a.Pa/a %a a%i+a+i-n &' %a N0/5a &'% RNE

A +a&a >0na "' a"igna (n 6a+#0/ V "'gJn "' in&i+a 'n %a Ta$%a NW1.E"#' 6a+#0/ "' in#'//'#a +050 %a a+'%'/a+i-n 5*i5a &'% #'//'n0+0n(na /0$a$i%i&a& &' 1< &' "'/ '*+'&i&a 'n < a=0".



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La >0na &'% /0'+#0 '"#a 'n (na V0na 2; +0n (n V


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&.!2 FALLAS

En '% /'a &' '"#(&i0 n0 "' 5a'0 /'"'n+ia &' '"#/(+#(/a"g'0%-gi+a" i50/#an#'"; #a%'" +050 6a%%a" g'0%-gi+a" a+#i,a" 0ina+#i,a"; &i"+0/&an+ia"; 6/a+#(/a" g/i'#a" &' g/an 0#'n+ia; "in

'5$a/g0 "' &'$' #'n'/ 'n +('n#a

&.!& DESCRIPCION EOTECNICA DE LA )ONAPa/a %a &'"+/i+i-n G'0#@+ni+a &' %a >0na &' '"#(&i0; "' a/'a%i>a&0 'n +a50 '% an%i"i" in "i#( &' %0" 5a#'/ia%'" /'"'n#'"'n +a&a +a%i+a#a; 8(' +05/'n&' '% '"#(&i0 &'% "('%0 '*i"#'n#' '% "($"('%0; a/a %0 +(a% "' '*+a,a/0n 0.

' ENSAYOS DE LABORATORIO

S' /'a%i>a/0n %0" 'n"a0" &' %a$0/a#0/i0 a%i+an&0 %a" "ig(i'n#'"n0/5a"ASTM D 422 ANALISIS GRANULOMETRICOASTM D 431? LIMITE LIUIDO Y PLASTICOASTM D 221! CONTENIDO DE UMEDADASTM D ?4 PESO ESPECI7ICOASTM D 24? CLASI7ICACION SUCSASTM D423 DENSIDAD RELATIAASTM D 24?? DESCRIPCCION ISUALFMANUALASTM BS13 PESO OLUMTRICO

ASTM D3


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i"#a 60#0g/+a &' %a /('$a &' #a5i>a&0 &' %a" +a%i+a#a"

i"#a 60#0g/+a &'% an%i"i" &' (5'&a& &' %a" +a%i+a#a"

5.0 ANALISIS DE LAS PRUEBAS DE CAMPO Y DELABORATORIO

5.! E-uc9 6 3u-/64 6 c?@4

En '"#' (n#0 "' /'a%i>a '% an%i"i" &' /'"(%#a&0" &' %0" 'n"a0""'gJn /'0/#' a"9 +050 &'"+/i+i-n &' +a50 %a$0/a#0/i0;'%a$0/a+i-n &' +'/#i+a&0"; '/%'" '"#/a#ig/+0" &' %a"



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'*+a,a+i0n'" /'a%i>a&a"; %0 8(' "' a&(n#an 'n %0" an'*0" &'%/'"'n#' in60/5'.

5.2 E-uc9 6 3u-/64 6 -143/434En '"#' (n#0 "' /'a%i>a '% an%i"i" &' /'"(%#a&0" &' %0" 'n"a0"

"'gJn /'0/#' a"9 +050 &'"+/i+i-n &' +a50 %a$0/a#0/i0;'%a$0/a+i-n &' +'/#i+a&0"; '/%'" '"#/a#ig/+0" &' %a"'*+a,a+i0n'" /'a%i>a&a"; %0 8(' "' a&(n#an 'n %0" an'*0" &'%/'"'n#' in60/5'.

5.& PARAMETROS PARA EL CALCULO DE LA CAPACIDADADMISIBLE DEL SUELO J 6?G

L0" a/5'#/0" 8(' "' an a&0#a&0 a/a '% +%+(%0 &' %a+aa+i&a& a&5i"i$%' &' +a/ga 0/ +0/#' 'n %0" "'+#0/'" ',a%(a&0""' in&i+an 'n '% "ig(i'n#' +(a&/0

Parmetros adoptados para el calculo de la Capacidad Admisible del suelo a laprofundidad de 0.50 mts.

Calicata Nivel deDesplante

Angulode

Friccin! (")

Co#esinc

($g%cm&)

Peso'specifico

(n%m)

qadm2

(k!"m #

C-01 0.50 16 0.26 1.85 0.49

C-02 0.50 15 0.29 1.85 0.45

C-03 0.50 17 0.25 1.85 0.52

C-04 0.50 16.69 0.258 1.85 0.53

Parmetros adoptados para el calculo de la Capacidad Admisible del suelo a laprofundidad de *.00 mts.


Angulode

Friccin! (")

Co#esinc

($g%cm&)

Peso'specifico

(n%m)

qadm2

(k!"m #

C-01 1.00 22 0.293 1.78 1.23

C-02 1.00 15 0.29 1.85 0.63

C-03 1.00 22 0.293 1.85 1.23

C-04 1.00 17 0.258 1.85 0.76

Parmetros adoptados para el calculo de la Capacidad Admisible del suelo a laprofundidad de *.50 mts.

Calicata Nivel deDesplante Df (m)

Angulode

Friccin! (")

Co#esin($g%cm&)

Peso'specifico

(n%m)

qadm2

(k!"m #

C-01 1.50 26.56 0.05 1.65 2.19



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C-02 1.50 28 0.01 1.65 2.77

C-03 1.50 27.47 0.04 1.64 2.45

C-04 1.50 28 0.05 1.65 2.78

Parmetros adoptados para el calculo de la capacidad admisible del suelo a laprofundidad de &.00 mts.


Df m

Angulode

Friccin! (")

Co#esinc

($g%cm&)

Peso'specifico

(n%m)

qadm2

(k!"m #

C-01 2.00 26.56 0.05 1.65 2.77

C-02 2.00 28 0.010 1.65 3.52

C-03 2.00 27.47 0.04 1.64 3.10

C-04 2.00 28 0.05 1.65 3.51

Parmetros adoptados para el clculo de la capacidad admisible del suelo a laprofundidad de &.50 mts.


Df m

Angulode

Friccin! (")

Co#esinc

($g%cm&)

Peso'specifico

(n%m)

qadm2

(k!"m #

C-01 2.50 26.56 0.05 1.65 3.35

C-02 2.50 28 0.010 1.65 4.28

C-03 2.50 27.47 0.04 1.64 3.76

C-04 2.50 28 0.05 1.65 4.25

Parmetros adoptados para el clculo de la capacidad admisible del suelo a laprofundidad de .00 mts.


Angulode

Friccin

! (")

Co#esinc

($g%cm&)

Peso'specifico

(n%m)

qadm2

(k!"m #

C-01 3.00 26.56 0.05 1.65 3.94

C-02 3.00 28 0.010 1.65 5.03

C-03 3.00 27.47 0.04 1.64 4.41

C-04 3.00 28 0.05 1.65 4.98

Parmetros adoptados para el clculo de la capacidad admisible del suelo a laprofundidad de .50 mts.



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Angulode

Friccin! (")

Co#esinc

($g%cm&)

Peso'specifico

(n%m)

qadm2

(k!"m #

C-01 3.50 26.56 0.05 1.65 4.52

C-02 3.50 28 0.010 1.65 5.78

C-03 3.50 27.47 0.04 1.64 5.06

C-04 3.50 28 0.05 1.65 5.71

Pa/a %a &'#'/5ina+i-n &' %a /'"i-n a&5i"i$%' '% %an#'a5i'n#0&' %a" &i5'n"i0n'" &' %a >aa#a a "i&0 &' 1.< 5#" * 1.< 5#".%a 5i"5a 8(' "'/ &'ni&a 0"#'/i0/5'n#' 0/ '% /0'+#i"#a 0'% ing'ni'/0 '"#/(+#(/i"#a.Pa/a %a ,'/i+a+i-n &' %a" &i5'n"i0n'" 'n %an#a &' %a" >aa#a"

a/a %a" +a/ga" '"##i+a" "' a/ '5%'a&0 '% ,a%0/ &' %a /'"i-na&5i"i$%' &'#'/5ina&a 'n '% /'"'n#' '"#(&i0 &' 5'+ni+a &'"('%0".

*. METODOLOIA EMPLEADA EN EL ESTUDIO EOTECNICOLa 5'#0&0%0g9a &' %0" '"#(&i0" g'0#@+ni+0" '"# $a"a&a 'n '%&'"a//0%%0 "'+('n+ia% &' (na "'/i' &' 6a"'" +050 "' in&i+a a+0n#in(a+i-n

RECOPILACI#N Y ESTUDIO DE LA DOCUMENTACI#NS' a /'+0i%a&0 '"#(&ia&0 #0&a %a &0+(5'n#a+i-n /',ia'*i"#'n#'; "0$/' #0&0 5aa" g'0%-gi+0" &' INGEMET.

RECONOCIMIENTO DEL TERRENOS' a ,i"i#a&0 /'+0n0+i&0 %a >0na &0n&' "' #i'n' /',i"#0 %a''+(+i-n &'% /0'+#0 "' #05a&0 a#'n+i-n a %a #00g/a69a &' %a>0na; a %0" &'"ni,'%'" &' %a a/+'%a; a %a /'"'n+ia 'n "('/+i'&' >0na" (n&i&a"; >0na" '/ia>a"&; '#+

PLANTEAMIENTO DE LA CAMPAA DE CAMPO

La" 0'/a+i0n'" &' ''+(+i-n &' /'+0n0+i5i'n#0"; #05a &'5('"#/a" 'n"a0" "' an %ani+a&0 /'a%i>a&0 a/a +0n"'g(i/%a i&'n#i+a+i-n &' %0" &i"#in#0" '"#/a#0" &'% "($"('%0 &'#'/5ina/ "(" +a/a+#'/9"#i+a" g'0#@+ni+a"; '" &'+i/ "(" ,a%0/'"&' /'"i"#'n+ia &' &'60/5a+i-n; /in+ia%5'n#'.E% %an#'a5i'n#0 &' %a +a5a=a &' /'+0n0+i5i'n#0 'n +a50;+050 a '50" &i+0; a#i'n&' a% +/i#'/i0 &' &i"'=0 )4 +a%i+a#a"; a% #i0 &' '"#/(+#(/a a +i5'n#a/La" #@+ni+a"; nJ5'/0 #i0 &' 5('"#/a" 'n"a0" a /'a%i>a/ "'an &'#'/5ina&0 'n 60/5a 5an(a% '8(i0 %i,ian0 +050 i0na/a/a 6/a+#(/a/ %a" /0+a" '*i"#'n#'".

C050 n0/5a g'n'/a% &' +a&a +a%i+a#a "' a '*#/ai&0 5('"#/a"a%#'/a&a" 8(' "' an "05'#i&0 a% an%i"i" 'n '% %a$0/a#0/i0;



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/'a%i>an&0 +050 +05%'5'n#0 'n"a0" &'% +0n#'ni&0 'n "a%'""(%6a#a&a"

TRABA$OS DE LABORATORIO

D' %a" 5('"#/a" 0$#'ni&a" 'n %a" &i"#in#a" /0"'++i0n'")+a%i+a#a" :0 "0n&'0"; "' an /'a%i>a&0 %0" 'n"a0" '/#in'n#'"a/a %a &'#'/5ina+i-n &' %a" /0i'&a&'" g'0#@+ni+a" &' %0" #i0"&' #'//'n0" a#/a,'"a&0". E% nJ5'/0 &' 5('"#/a" a 'n"aa/ "' ana&a#a&0 a %a ,a/ia$i%i&a& &'% #'//'n0L0" 'n"a0" 5" ("(a%'"; #a% +050 '50" '*('"#0 "0n %0""ig(i'n#'"(5'&a& na#(/a%.G/an(%05'#/9a 0/ #a5i>a&0.L95i#'" &' A##'/$'/g.R0#(/a a +05/'"i-n "i5%'.C0/#' &i/'+#0.En"a0 T/ia*ia%.En"a0 E&05@#/i+0

%)1 E/1-66 6 T-u6 J7cc9 3--4G

Se conoce con el nombre genrico de talude cuale!uiera u"er#icie

inclinada re"ecto a la $ori%ontal !ue $a&an de ado"tar"ermanentemente la maa de tierra Cuando el talud e "roduce en#orma natural' in inter(enci)n $umana' e denomina ladera natural oim"lemente ladera. Cuando lo talude on $ec$o "or el $ombre edenominan corte o talude arti#iciale' eg*n ea la gnei de u#ormaci)n+ en el corte' e reali%a una e,ca(aci)n en una #ormaci)n trreanatural' en tanto !ue lo talude arti#iciale on lo inclinado de loterra"lene. ambin e "roducen talude en lo borde de unae,ca(aci)n !ue e realice a "artir del ni(el del terreno natural' a lo cualee uele denominar talude de la e,ca(aci)n

+P,- D' FAA- /- C,/1N'- 'N ,- A1D'-n "rimer lugar e ditinguen la !ue a#ectan "rinci"almente a la ladera

naturale de la !ue ocurren obre todo en lo talude arti#iciale/

a) Factores 2eomorfolgicos

1 o"ogra#a de lo alrededore del talud.

2 itribuci)n de la dicontinuidade & etrati#icacione

b) Factores internos

1 ro"iedade mecnica de lo uelo contitu&ente.

2 tado de e#uer%o actuante.



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3 actore climtico & concretamente el agua u"er#icial & ubterrnea

Se "reentan a continuaci)n la #alla m comune de lo talude en la

(a terretre. n "rimer lugar' e ditinguen la !ue a#ectan

"rinci"almente a la ladera naturale de la !ue ocurren obre todo en

lo talude arti#iciale

*. Fallas ligadas a la estabilidad de las laderas naturales.

Se agru"an en eta di(ii)n la #alla !ue ocurren t"icamente en ladera

naturale' aun cuando de un modo u otro tambin "udieran "reentare

de manera ocaional en talude arti#iciale.

a inclinaci)n de ete talud tiene !ue er u#icientemente ua(e &o u

altura u#icientemente "e!uea "ara !ue ea etable. a inclinaci)n del

talud una (e% !ue $a ceado el (ertido talud m,imo "ara el cual el

material etable e denomina ngulo de re"oo

l talud tendr una inclinaci)n media a"ro,imadamente igual al ngulo de

re"oo !ue tendra i el material e (ertiera directamente.

3. Fallas por erosin

ta tambin on #alla de ti"o u"er#icial "ro(ocada "or arratre de

(iento' agua' etc.' en lo talude. l #en)meno e tanto m notorio

cuando m em"inada ean la ladera de lo talude. na

mani#etaci)n t"ica del #en)meno uele er la a"arici)n de

irregularidade en el talud' originalmente uni#orme. ede el "unto de

(ita te)rico eta #alla uele er im"oible de cuanti#icar detalladamente'

"ero la e,"eriencia $a "ro"orcionado norma !ue la aten*an

grandemente i e la a"lica con cuidado.

ipolog4a de fallas



37/56


P,6'/A- D' '-A6++DAD D' A1D'- 'N -1',-

'-+D1A'-o uelo reiduale "reentan' en lo !ue e re#iere a la etabilidad deu talude :naturale & aun arti#iciale' alguna "articularidaden cone,i)n con la etabilidad de lo talude en lo uelo reidualee,iten tre conce"to !ue deem"ean un "a"el mu& im"ortante+ etoon el "er#il de meteori%aci)n' la etructura $eredada &' naturalmente'el e#ecto del agua ubterrnea.l "er#il de meteori%aci)n e la ecuencia de ca"a de materiale condi#erente "ro"iedade !ue e $a #ormado en el lugar donde e leencuentra & !ue obre&ace a la roca no meteori%ada.n realidad er "recio coniderar tambin cierto "er#ile de uelo no"ro"iamente #ormado ;in itu


38/56


colu(iale' etc.+ la ra%)n e !ue eto "er#ile & u condicione deetabilidad on tan imilare a lo de lo uelo reiduale !ue no reultacon(eniente u e"araci)n.l "er#il de meteori%aci)n e #orma tanto "or ata!ue mecnico como "ordecom"oici)n !umica. uede (ariar en #orma coniderable de un itio a

otro' obre todo "or (ariacione locale en el ti"o & etructura de la roca'to"ogra#a' condicione de eroi)n' rgimen de agua ubterrnea &(ariacione locale de clima' e"ecialmente en rgimen e intenidad dellu(ian cai toda la roca metam)r#ica e gnea intruita' el "er#il demeteori%aci)n com"rende una ca"a de uelo reidual' una de rocameteori%ada & la roca #reca' "oco meteori%ada

H. CRITERIOS DE DISEOH.!. T@4 6 c?/c9 4/3 4-uc4 -


39/56


M e, el -o-en#o de +elco de #oda, la, +e!za, e#e!io!e, e!e,ada en -e#!o,

o! #onelada-)#)5 6 e, la +e!za lec#o!a !e,+l#an#e /+e ac#7a ,o!e el ao"o en

#onelada,) 8ene!al-en#e ,e ,+ele #o-a! el e,+e!zo en +n#a del ao"o elegido)

H e, la al#+!a ,o!e el #e!!eno. 9a,#a el +n#o de alicacin de 6. en -e#!o,)9 e, la al#+!a de la ci-en#acin en -e#!o)

A9o!a i:n. e,#e -o-en#o de +elco dee-o, con#!a!!e,#a!lo o! +na a!#e con el

-o-en#o e,#ailizado! del #e!!enoM1" o! o#!a con el -o-en#o e,#ailizado! dello/+e de 9o!-ign " el e,o !oio del ao"oM2El -o-en#o e,#ailizado! del #e!!eno ode-o, calc+la!lo -edian#e la !-+la;

M1 e, el -o-en#o e,#ailizado! del #e!!eno e!e,ado en -)#)

C9 e, el coeicien#e de co-!e,iilidad a la !o+ndidad aa#a '" (na +i5'n#a+i-n "05'/a 8(' "' ("a +(an&0 %a"+a/ga" a #/an"5i#i/ a% #'//'n0 n0 "0n 5( g/an&'" '*i"#'n; a0+a /06(n&i&a&; '"#/a#0" &' "('%0 +0n %a +aa+i&a& &' +a/ga /igi&'> "(+i'n#' a/a "00/#a/ %a" /'"i0n'" 8(' "' %' ,an a#/an"5i#i/; "in 8(' "' /0&(>+an /0#(/a" ni a"i'n#0" '*+'"i,0"

La" >aa#a" "' ('&'n +%a"i+a/ "'gJn &i"#in#0" +/i#'/i0" P0/ "(

+050/#a5i'n#0 '"#/(+#(/a%; 0/ "( 60/5a &' #/a$aa/; 0/ "(50/60%0g9a 0/ "( 60/5a g'05@#/i+a 'n %an#a



40/56


Ai"%a&a" +(an&0 "00/#an (n "0%0 i%a/. S' '5%'a +(an&0 '%#'//'n0 '" /5' +05'#'n#'; '" &'+i/; +(an&0 "' ('&a+i5'n#a/ +0n (na /'"i-n 5'&iaFa%#a '"'/a50" a"i'n#0"'8('=0" 0 50&'/a&0". S('%' "'/ %a +i5'n#a+i-n n0/5a% &' '"#'#i0 &' '"#/(+#(/a".

H.&. D/3?c9 6 - c3 6 34/u3 - c43/ >c/43 6u366 JFSG.7ACTOR DE SEGURIDAD 7RENTE A UNA 7ALLA POR CORTEL0" 6a+#0/'" &' "'g(/i&a& 59ni50" 8(' &'$'/n #'n'/ %a"+i5'n#a+i0n'" "0n %0" "ig(i'n#'"a Pa/a +a/ga" '"##i+a" 3.


41/56


Parmetros considerados en el clculo del asentamiento inmediato a la profundidadde *.50 mts.


/odulo dePoisson (u)

/odulo de 'lasticidad

del suelo ('

+r (cm) I$ ("m#

C-01 1.50 0.25 1000 0.252 0.345

C-02 1.50 0.25 560 0.380 0.520

C-03 1.50 0.25 860 0.328 0.448

C-04 1.50 0.25 860 0.248 0.339

Parmetros considerados en el clculo del asentamiento inmediato a la profundidadde &.00 mts.


Df (m)

/odulo dePoisson(u)

/odulo de'lasticidad

del suelo

+r (cm) I$ ("m#

C-01 2.00 0.25 1000 0.320 0.436

C-02 2.00 0.25 560 0.484 0.661

C-03 2.00 0.25 860 0.416 0.568

C-04 2.00 0.25 860 0.314 0.429

Parmetros considerados en el clculo del asentamiento inmediato a la profundidadde &.50 mts.


Df (m)

/odulo dePoisson

(u)

/odulo de

'lasticidad

del suelo

'

+r (cm) I$ ("m#

C-01 2.50 0.25 1000 0.387 0.528

C-02 2.50 0.25 560 0.587 0.802

C-03 2.50 0.25 860 0.504 0.688

C-04 2.50 0.25 860 0.379 0.518

Parmetros considerados en el clculo del asentamiento inmediato a la profundidadde .00 mts.


Df (m)

/odulo dePoisson

(u)

/odulo de

'lasticidad

del suelo

('

+r (cm) I$ ("m#



42/56


C-01 3.00 0.25 1000 0.454 0.620

C-02 3.00 0.25 560 0.691 0.943

C-03 3.00 0.25 860 0.591 0.807

C-04 3.00 0.25 860 0.445 0.608

Parmetros considerados en el clculo del asentamiento inmediato a la profundidadde .50 mts.

Calicata Nivel de

DesplanteDf (m)

/odulo dePoisson

(u)

/odulo de

'lasticidaddel suelo

('

+r (cm) I$ ("m#

C-01 3.50 0.25 1000 0.521 0.712

C-02 3.50 0.25 560 0.794 1.084

C-03 3.50 0.25 860 0.679 0.927

C-04 3.50 0.25 860 0.511 0.697

H.5.P39 6?1- 6- /334 J6/3?6 6>3/@34>u666, c4 3c9 6 0.50 ?G.

S'gJn '% "('%0 /'&05inan#' %a /'"i-n a&5i"i$%' 'n '% #'//'n0 &'6(n&a+i-n '" +050 "ig('

Presin admisible del terreno a 0.50 mts. de profundidad.


qadm2

(k!"m #

C-01 0.50 0.49

C-02 0.50 0.45

C-03 0.50 0.52

C-04 0.50 0.53

Presin admisible del terreno a *.00 mts. de profundidad.


qadm2

(k!"m #



43/56


C-01 1.00 1.23

C-02 1.00 0.63

C-03 1.00 1.23

C-04 1.00 0.76



qadm2

(k!"m #

C-01 1.50 2.19

C-02 1.50 2.77

C-03 1.50 2.45

C-04 1.50 2.78

Presin admisible del terreno a &.00 mts. de profundidad.


qadm2

(k!"m #

C-01 2.00 2.77

C-02 2.00 3.52

C-03 2.00 3.10

C-04 2.00 3.51



qadm2

(k!"m #

C-01 2.50 3.35

C-02 2.50 4.28

C-03 2.50 3.76

C-04 2.50 4.25



44/56


Presin admisible del terreno a .00 mts. de profundidad.


qadm2

(k!"m #

C-01 3.00 3.94

C-02 3.00 5.03

C-03 3.00 4.41

C-04 3.00 4.98



qadm2

(k!"m #

C-01 3.50 4.52

C-02 3.50 5.78

C-03 3.50 5.06

C-04 3.50 5.71

H.*. I6cc9 6 - @3cuc4 @c- u 613K/4?3 - 6643 4 - c4/3uc/43 6 - 413, c4?4c4cuc 6 - c3c/3/c @3/cu-3 6-/334 /64 J>c/4 6 - @ >3K/c, c4/646 - 3 - c4c3/4, /c.G

E% #'//'n0 &' %i$/' &i"0ni$i%i&a& a/a '% /0'+#0 n0 /'"'n#a %a/'"'n+ia &' naa 6/'#i+a; 0/ %0 #an0 '"#' a"'+#0 n0 "'//'&(n&an#' 'n '% /0+'"0 +0n"#/(+#i,0 a 8(' "' a 'n+0n#/a&0(n "('%0 na#(/a%.

S' a /'a%i>a&0 %0" an%i"i" 8(95i+0" &' %a" 5('"#/a" &' "('%0 &'%a" +a%i+a#a" /'a%i>a&a" 'n '% #'//'n0 &' %i$/' &i"0ni$i%i&a&.



45/56


T1- N &E-?/4 u?c4 4c4 @3 - c?/c9.

P3c -u-4 6:

@.@.?. 364-/3c9

413c4

[ S(%6a#0"< 1a/"' a/a +05/'n&'/ a"#a &0n&' "' ('&' i/ 'n %a"a/0*i5a+i0n'". La %i#'/a#(/a '*i"#'n#' '" 5( a5%ia ' in+%('



46/56


#0&0" %0" #'*#0" &' 5'+ni+a &' "('%0" 0/ "( a%i+a+i-n &i/'+#a a%0" /0$%'5a" '"#/(+#(/a%'" /'+05'n&a50" '"'+ia%5'n#' %a"0$/a" &' 70(n&a#i0n Engin''/ing &' P'+ an"0n T0/5$(/n Ea/# P/'""(/'" an&R'#aining a%%" &' .C. (n#ing#0n La" #'0/9a" 5" +05Jn5'n#'

("a&a" "0n %a" C.A. C0(%05$ )7/an+ia 1!; ..M. Ranin')Ing%a#'//a 1?; %a" +(a%'" ('&'n "in#'#i>a/"' &i+i'n&0 8(' '%'5(' a+#i,0 &' #i'//a '" (na 6/i++i-n &'% '5(' i&/0"##i+0&'$i&0 a %a 5i"5a a%#(/a &' ag(a; %a +(an#9a &' %a 6/i++i-n&''n&' &'% ng(%0 60/5a&0 0/ %a #i'//a &'% /'%%'n0 +0n '%0/i>0n#a% #/a>a&a 'n '% '*#/'50 "('/i0/ &'% 5(/0. &'% ng(%0 &' 6/i++i-n in#'/na )] &'% 5i"50 5a#'/ia% &' /'%%'n0;)'% '5(' &' #i'//a a+#Ja a/a%'%0 a% /'%%'n0; 0 "'a 60/5an&0 '%5i"50 ng(%0 +0n %a0/i>0n#a% a/a (na a%#(/a &' ag(a; '%'5(' i&/0"##i+0 ,a%'

E% '5(' a+#i,0 &'$i&0 a (na a%#(/a ig(a% &' #i'//a ,a%'Ph= Kah

"i'n&0; '% '"0 (ni#a/i0 &'% /'%%'n0 a (n 6a+#0/ 5'n0/ 8('%a (ni&a& +(a '*/'"i-n ,a/9a "'gJn %a #'0/9a 8(' "' '"#@a%i+an&0 a/a 5a#'/ia%'" g/an(%a/'" (/0"; '" &'+i/; "inning(na +0'"i-n; %a" #'0/9a" &' C0(%05$ Ranin'

+0in+i&'n %a '*/'"i-n &' a "'gJn Ranin' '"

T@4 6 ?u34 6 C4/c9L0" 5(/0" &' +0n#'n+i-n "' +%a"i+an 0/ "( '/% %0"("a&0" +0n 5a0/ 6/'+('n+ia "0n %0" "ig(i'n#'"M(/0" &' g/a,'&a&; "0n %0" 8(' #i'n'n 'n g'n'/a% (n '/%#/a'>0i&a% &''n&'n /in+ia%5'n#' &' "( '"0 /0i0a/a a"'g(/a/ %a '"#a$i%i&a& "' a+'n g'n'/a%5'n#' &'+0n+/'#0 +i+%-'0 0 aJn &' i'&/a" n0 %%',an ningJn/'6('/>0 &'$' /00/+i0na/"' &' #a% 5an'/a 8(' n0 aa



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'"6('/>0" &' #/a++i-n 'n ning(na &' %a" "'++i0n'" "0n5(/0" 5( '+0n-5i+0" a/a a%#(/a" $aa" )a"#a 3 - 3.a" 8(' a+#Jan "0$/' (n 5(/0 &' +0n#'n+i-n

('&'n &i,i&i/"' 'n &0" g/(0" 6('/>a" 0/i>0n#a%'"/0,'ni'n#'" &'% '5(' &'% #'//'n0; "0$/'+a/ga"; '#+.; 6('/>a" ,'/#i+a%'" /0,'ni'n#'" &'% '"0 /0i0; '"0 &'%/'%%'n0; "0$/'+a/ga; '#+La a++i-n &' %a" 6('/>a" 0/i>0n#a%'" #i'n&'n a &'"%a>a/ '%5(/0 &' "( 0"i+i-n 0/igina% "i '"' &'"%a>a5i'n#0 '" %0"(+i'n#'5'n#' g/an&'; '% 5(/0 a n0 '"#a/ +(5%i'n&0"( 6(n+i-n; 0 "'a a$/ 6a%%a&0; aJn "i '% &'"%a>a5i'n#0#(,0 %(ga/ "in &a=0" a/a %a" a/#'" +0n"#i#(#i,a" &'% 5(/0E% &'"%a>a5i'n#0 ('&' "'/ /0#a+i0na% 0 %in'a% +0n#/aa5$0" &'$' '"#a/ &i/igi&0 '% &i"'=0 'n %0 8(' "' &'n05inaan%i"i" &' '"#a$i%i&a&. En '% '"8('5a a ('&' ,'/"' +050'% '5(' &'% /'%%'n0 #i'n&' a ,0%+a/ '% 5(/0; (n#0 +0n '%/'%%'n0 8(' a &i/'+#a5'n#' "0$/' '% #a%-n; a%/'&'&0/ &'%'*#/'50 &'% ,0%a&i>0&'%an#'/0 )(n#0 A %a" 6('/>a" 8(' "' 00n'n a '"' ,('%+0"0n /'+i"a5'n#' %a" ,'/#i+a%'"; %a" +(a%'" &an 505'n#0"&' "'n#i&0 +0n#/a/i0 a% &'% '5(' +0n /'"'+#0 a% (n#0 A.E% 6a+#0/ &' "'g(/i&a& 59ni50 +0n#/a %a 0"i$i%i&a& &',0%+a5i'n#0 0 "'a /'%a+i-n 'n#/' 505'n#0" 8(' i5i&'n '%,0%+a5i'n#0 505'n#0" 8(' #i'n&'n a /0&(+i/%0 a%/'&'&0/

&'% (n#0 A; &'$' "'/ 2 "'gJn'"'+i+a+i-n &' %a 5a0/9a &' %0" +-&ig0"

En '% '"8('5a $ ('&' a/'+ia/"' +050 %a +050n'n#'0/i>0n#a% &'% '5(' ('&' &'"%i>a/ '% 5(/0; (n#0 +0n %aa/#' &' /'%%'n0 8(' '"# &i/'+#a5'n#' "0$/' '% #a%-n; 'n '%"'n#i&0 &'% '5('. La 6('/>a 8(' "' 00n' a '"#'&'"%i>a5i'n#0 '" %a 6/i++i-n 8(' a 'n#/' %a $a"' &'% 5(/0 '% #'//'n0 &' 6(n&a+i-n /in+ia%5'n#' '"#a 6/i++i-n '"6(n+i-n &' %a" 6('/>a" ,'/#i+a%'" 8(' a+#Jan "0$/' '% 5(/0&'% #'//'n0 &' 6(n+i-n 'n %a 60/5a 6 * ; "i'n&0 6 '%+0'+i'n#' &' 6/i++i-n 'n#/' '% C0n+/'#0 0 5a#'/ia% &'% 5(/0 '% #'//'n0 &'

6(n&a+i-n '"#' +0'+i'n#' #i'n' %0" "ig(i'n#'" ,a%0/'"("(a%'"

ANTEPROYECTO SUBESTACION AMARILIS Pgina 4%


48/56


A/'na 0 g/a,a g/('"a" R@ >C5 ? 1.$U*

donde; >R !e,i,#encia del ,+elo

>C e,o de 9o!-ignU* -=i-a !eaccin de lean#a-ien#o

La !o+ndidad de la, +ndacione, ecaada, ,o-e#ida, a ca!ga, la#e!ale, ode +elco ,e dee di-en,iona! de ac+e!do con la, ,ig+ien#e, ec+acione,

LD2.0 @ ?3d5 @ 2 2?1'd25 @ ?2 @ M?3d51?2#5

LD0.%1 @ ?143d5 @ 2 2?41333d25 @ ?(% @ M?143d51?2-

donde;LD *!o+ndidad de la +ndacin ecaada deao del niel del #e!!eno #5

-d Di=-e#!o de la +ndacin ecaada #5 - Reaccin de co!#e a niel del #e!!eno Fi,5 FNM Mo-en#o de +elco a niel del #e!!eno #GFi,5 -GFN



49/56




50/56


8. CONCLUSIONES Y RECOMENDACIONES La" '*%0/a+i0n'" &' +a50 an +0n"i"#i&0 'n %a ''+(+i-n &'

+(a#/0 +a%i+a#a"; '*+a,a+i0n'" a +i'%0 a$i'/#0 /'a%i>a&a" 'n 60/5a5an(a%; +a%i+a#a" /'a%i>a&a" +0n %a na%i&a& &' 0$#'n'/ 5('"#/a" &'

"('%0" &' +a&a '"#/a#0 'n +a&a 0/i>0n#' &'% #'//'n0 &'"#ina&0 a/a'% /0'+#0.S' a &'#'/5ina&0 %a '*+a,a+i-n &' +(a#/0 0>0" &' '*%0/a+i-n )CFa&0 &' &i5'n"i0n'" 1.< 5# * 1.< 5#;a"#a 3.< 5#" &' /06(n&i&a&; 'n '"#a +a%i+a#a "' a 'n+0n#/a&0&0" '"#/a#0" +05('"#0 0/ (n "('%0 &' g/an0 n0 'n %a" +aa""('/i0/'" "('%0 &' g/an0 g/('"0 'n %a" +aa" in6'/i0/'"; "('%0&' +0%0/ 5a//-n 0"+(/0 'n %a" +aa" "('/+ia%'" &' 5a//-n

a5a/i%%'n#0 'n %a" +aa" /06(n&a"; '% /i5'/ '"#/a#0 a 1.2< 5#".;&' '"'"0/ '"#a +05('"#0 0/ (na a/+i%%a in0/gni+a +0n/'"'n+ia &' 5a#'/ia% g/an(%a/ 'n 0+0 0/+'n#a'. E% "'g(n&0

ANTEPROYECTO SUBESTACION AMARILIS Pgina 4(


51/56


'"#/a#0 &' 2.3< 5#".&' '"'"0/ '"#a +0n60/5a&0 0/ (n "('%0 &'g/an0 g/('"0 +05('"#0 0/ 5'>+%a &' g/a,a" a/'n0"a"; a% na%&' %a '*+a,a+i-n "' 'n+0n#/- a0/a5i'n#0 /0+0"0 )/0+a5'#a5-/+a.

CALICATA C;&La '*+a,a+i-n "' a /'a%i>a&0 &' &i5'n"i0n'" 1.< 5# * 1.< 5#;a"#a 3.< 5#" &' /06(n&i&a&; 'n '"#a +a%i+a#a "' a 'n+0n#/a&0#/'" '"#/a#0" +05('"#0 0/ (n "('%0 &' g/an0 n0 'n %a" +aa""('/i0/'" "('%0 &' g/an0 g/('"0 'n %a" +aa" in6'/i0/'"; "('%0&' +0%0/ 5a//-n 0"+(/0 'n %a" +aa" "('/+ia%'" &' 5a//-na5a/i%%'n#0 'n %a" +aa" /06(n&a"; '% /i5'/ '"#/a#0 a a&0 &' &i5'n"i0n'" 1.< 5# * 1.< 5#;a"#a 3.< 5#" &' /06(n&i&a&; 'n '"#a +a%i+a#a "' a 'n+0n#/a&0#/'" '"#/a#0" +05('"#0 0/ (n "('%0 &' g/an0 n0 'n %a" +aa"

"('/i0/'" "('%0 &' g/an0 g/('"0 'n %a" +aa" in6'/i0/'"; "('%0&' +0%0/ 5a//-n 0"+(/0 'n %a" +aa" "('/+ia%'" &' 5a//-na5a/i%%'n#0 'n %a" +aa" /06(n&a"; '% /i5'/ '"#/a#0 a


52/56


C-03 0.50 0.52

C-04 0.50 0.53



qadm2

(k!"m #

C-01 1.00 1.23

C-02 1.00 0.63

C-03 1.00 1.23

C-04 1.00 0.76


Calicata Nivel de Desplante Df

(m)

%adm 2 (k!"m #

C-01 1.50 2.19

C-02 1.50 2.77

C-03 1.50 2.45

C-04 1.50 2.78


Calicata Nivel de DesplanteDf (m)

%adm 2 (k!"m #

C-01 2.00 2.77

C-02 2.00 3.52

C-03 2.00 3.10

C-04 2.00 3.51

Presion admisible del terreno a &.50 mts. de profundidad.

ANTEPROYECTO SUBESTACION AMARILIS Pgina $1


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Calicata Nivel de Desplante

Df (m)

%adm 2 (k!"m #

C-01 2.50 3.35

C-02 2.50 4.28

C-03 2.50 3.76

C-04 2.50 4.25



Df (m)

%adm 2 (k!"m #

C-01 3.00 3.94

C-02 3.00 5.03

C-03 3.00 4.41

C-04 3.00 4.98



Df (m)

%adm 2(k!"m #

C-01 3.50 4.52

C-02 3.50 5.78

C-03 3.50 5.06

C-04 3.50 5.71

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ANTEPROYECTO SUBESTACION AMARILIS Pgina $3


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2.-informe subestacion amarilis segun plantilla.doc

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