MECANICA DE SUELOS II ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS ING. HUBERT COAYLA TICONA TEC. RAÚL ARMANDO MAMANI QUISPE VI
ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS | MECANICA DE SUELOS II
ENSA$OS QUE SE UTILI%AN PARA &ALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS
1.
EL ENSAYO DE PENETRA TRACIÓN IÓN ESTÁNDA NDAR A. B.
INTRODUCCIÓN INTRODUCCIÓN ENSAYO DE DE PE PENETRACIÓN IÓN ES ESTÁNDAR
2.
EL ENSAYO DE CARGA DE PLACA
3.
EL ENSAYO DE CORTE DIRECTO ECUACIÓN DE FALLA DE CORTE DE COULOMB
ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS | MECANICA DE SUELOS II
ENSA$OS QUE SE UTILI%AN PARA &ALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS
Básic!"#$" #"c"si$!%s s&"' s(s c'c$"')s$ics *"+ s("+% , "s% s" c%!i"#- *"s*" + i#s"cci/# %c(+' 0s$ "#s,%s c%# !á1(i#s !(, "s"ci+"s 1(" $" ("*"# &'i#*' &'i#*' '"s(+$*%s c%# c%# !(, %c% "''%'2 "''%'2 "#$'" "++%s %*"!%s %*"!%s *"s$c'3
P' !("s$'s +$"'*s +$"'*s " i#+$"'*s3
E#s,%s ' c'c$"'i-' s("+%s3
G'#(+%!"$') L)!i$"s *" c%#sis$"#ci H(!"** #$('+ C+si4icci/# *" s("+%s P"s%s "s"c)4ic%s P%'%si** G'*% *" s$('ci/# R"+ci/# *" 5c)%s
E#s,%s "s"ci+"s
T'i6i+"s C%'$"s *i'"c$%s C%#s%+i*ci/# P"s%s (#i$'i%s D"#si** i# si$( E#s,% *" + P+c
R"s(+$*%s
Cci** *" s%%'$" *!isi&+" M/*(+% *" '"cci/# 7 As"#$!i"#$% "# "# s("+% S
8. EL ENSA$O DE PENETRACI'N EST(NDAR Es (# 0"''!i"#$ 9$i+ , 'ác$ic ' *"$"'!i#' + cci** *" s%%'$" *"+ s("+% s("+%.. L cci cci** ** *" s%%'$ s%%'$" " "s ($i+i($i+i-* * "# "+ *i!"# *i!"#si% si%# #!i" !i"#$% #$% *" +%s +%s ci!i"#$%s *" (# "s$'(c$('. A*"!ás *" %&$"#"' + cci** *" s%%'$"2 "+ "#s,% "'!i$" %&$"#"' !("s$'s *" s("+%s ' + '"+i-ci/# *" %$'%s "#s,%s 1(" "'!i$"# c(#$i4ic' + '%i"** )#*ic" , *" '"sis$"#ci *" (# s("+%. E# + ":"c( ":"c(ci/ ci/# # *"+ "#s,% "#s,% "6is$" "6is$"# # (# #9!"'% #9!"'% *" 4c$%' 4c$%'"s "s 1(" 1(" 4"c$ 4"c$# # +%s '"s(+$*%s 1(" ("*"# %&$"#"'s"; c%#%c"' , 0c"' <#4sis "# "s$s 5'i&+"s , "# ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS | MECANICA DE SUELOS II
%$'s %$'s +i!i$ci% +i!i$ci%#"s #"s ,(*'á ,(*'á "# + i#$"''" i#$"''"$ci/ $ci/# # c%''"c$ c%''"c$ *" +%s '"s(+$*% '"s(+$*%ss *"+ "#s,%. A(#1(" s" *"#%!i# ="s$á#*'>2 "+ "#s,% $i"#" !(c0s 5'i#$"s , 4("#$"s *" *i4"'"#cis2 "# "s"ci+ + "#"'?) 1(" ++"? + $%! !("s$'s + c(+ *""#*" *"+ "1(i% "!+"*%2 %' +% 1(" s" "s #"c"s'i% +ic' 4c$%'"s *" c%''"cci/# ' "6'"s' +%s '"s(+$*%s "# 4(#ci/# *" + "#"'?) "#$'"?*.
A. INTRODUCCIÓN E+ "#s,% *" "#"$'ci/# "s$á#*' ' + *"$"'!i#ci/# *" + cci** *" s%%'$" *!isi&+" *"+ s("+%. S" 0c" (# #á+isis c$(+i-*% c$(+i-*% *" +%s (#$%s !ás i!% i!%'$ '$# #$" $"ss s%c s%ci i*% *%ss + "#s "#s,% ,% *" "#" "#"$' $'c ci/ i/# # "s$á "s$á#* #*' '22 (s%s (s%s , s( +ic&i+i** "# "+ *i!"#si%#!i"#$% *" ci!"#$ci%#"s.
B. ENSAY ENSAYO O DE PENETRAC PENETRACIÓN IÓN ESTÁNDA ESTÁNDAR R D"&i*% s( s"#ci++"- *" ":"c(ci/# "+ !<$%*% *" "#"$'ci/# "s$á#*' SPT @S$#*'* P"#"$'$i%# T"s$ T"s$ "s "+ !ás "c%#/!ic% , (s*% "# + "6+%'ci/# "6+%'ci/# *" s("+%s. E+ !<$%*% 0 si*% "s$#*'i-*% *"s*" 82 c%# 5'is '"5isi%#"s @ASTM D8 , c%#sis$" "# 0i#c' (# $%! !("s$'s '$i*% *" 8 i# @2 ! *" +'?% c%+%c*% + "6$'"!% *" (# 5'i++ A2 %' !"*i% *" (# "s% @!'$i++% *" 8 +& @2 J? 1(" s" *": c"' +i&'"!"#$" *"s*" (# +$(' *" i# @2K !2 #%$#*% +%s ?%+"s #"c"s'i%s ' "#"$'' c* i# @28 !. E+ 5+%' #%'!+i-*% *" "#"$'ci/# # "s ' 8 i# @2 !2 s" "6'"s "# ?%+"si" , "s + s(! *" +%s *%s 9+$i!%s 5+%'"s '"?is$'*%s. E+ "#s,% s" *ic" 1(" !("s$' ='"c0-%> si3 @ N "s !,%' *" ?%+"s i#2 @& N "s i?(+ 8 ?%+"si" % @c N% 0, 5#c" +("?% *" 8 ?%+"s.
A(#1(" s" *"#%!i# ="s$á#*'>2 "+ "#s,% $i"#" !(c0s 5'i#$"s , 4("#$"s *" *i4"'"#ci2 "# "s"ci+ + "#"'?) 1(" ++"? + $%! !("s$'s2 "#$'" +s c(+"s s%&'"s+"#3 8 E1(i%s '%*(ci*%s %' *i4"'"#$"s 4&'ic#$"s Di4"'"#$"s c%#4i?('ci%#"s *"+ !'$i++% *" 0i#c2 *" +s c(+"s s%# +s !ás c%!(#"s "+ !'$i++% #(+' , "+ !'$i++% *" s"?('i**. E+ c%#$'%+ *" + +$(' *" c)* (*i"#*% '"+i-'s" !#(+!"#$" % c%# !+c$" , s%?. Si 0, % #% '"5"s$i!i"#$% i#$"'#% "# "+ $%! !("s$'s. L +%#?i$(* *" + &'' "#$'" + c&"- *" ?%+"% , "+ $%! !("s$'s2 E+ *iá!"$'% *" "'4%'ci/#2 K L '"si/# *" c%#4i#!i"#$% "4"c$i5 s%&'" "+ $%! !("s$'s "# "+ (#$% *" "#s,%.
L%s L%s ci!i ci!i"# "#$% $%ss s(" s("'4 '4ic ici i+" +"ss *"&" *"&"# # s"' s"' *is" *is" *% *%ss ' ' 1(" 1(" +s +s c'? c'?s s $'# $'#s! s!i$i$i* i*s s + s("+ s("+% % #% c(s c(s"# "# 4++ 4++s s *" c cci ci* ** * *" s%% s%%'$ '$"2 "2 #i ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS | MECANICA DE SUELOS II
s"#$!i"#$%s "6c"si5%s 1(" %csi%#"# *%s + "s$'(c$(' s%%'$*. E+ !<$%*% !ás c%#4i&+" ' %&$"#"' + cci** *" s%%'$" *" (# s("+% "s "+ '"+i-' (# '("& *" c'?. L '("& *" +c % "#s,% *" c'? *" +c "s (# '("& *" c!% ($i+i-* ' + "s$i!ci/# *" + cci** *" s%%'$" 9+$i! , "+ s"#$!i"#$% *" s("+%s. E# #("s$'% !"*i%2 + '("& *" c!% !ás ($i+i-* ' "s$i!' + cci** *" s%%'$" *" (# s("+% "s !"*i !"*i#$" #$" "+ E#s,% E#s,% *" P"#"$' P"#"$'ci ci/# /# Es$á# Es$á#*' *' 1(" 1(" '"s(+$ '"s(+$ s"' *"!si *"!si*% *% c%#s"'5*%'. E+ R"?+!"#$% Es$'(c$('+ *" P#!á REP i#*ic 1(" + cci** *" s%%'$" s" c+c(+'á ($i+i-#*% + "c(ci/# *" M","'0%4 ' + cci** *" s%%'$" 9+$i!. Es$" 9+$i!% !<$%*% '"1(i"'" *" "#s,%s *" +&%'$%'i% ' *"$"'!i#' +%s 'á!"$'%s *" '"sis$"#ci *"+ s("+%. S" 0c" (# #á+isis c%!'$i5% *" +s cci**"s *" s%%'$" *" (# '"++"#% *" s("+% '"#%s%2 @'"# 'ci++%s c%# ?'5 %&$"#i*s ($i+i-#*% + '("& *" +c2 + '("& *" "#"$'ci/# "s$á#*' , + "c(ci/# *" cci** *" s%%'$" *" M","'0%4. Es$ '"# 'ci++%s c%# ?'52 %&:"$% *" "s$" "s$(*i%2 %s"" $#$% c'c$"')s$ics 4'icci%##$"s c%!% c%0"si5s !(, c%!(#"s *" #("s$'%s s("+%s. L !,%') *" +%s "s$(*i%s *" s("+%s '"s"#$# "s$i!ci%#"s *" + cci** *" s%% s%%'$ '$" " *" (# s("+ s("+% % &s &s*% *% "# +%s +%s '"s( '"s(+$+$* *%s %s *" +%s +%s "#s "#s,% ,%ss *" "#"$'ci/# "s$á#*' @#9!"'% *" ?%+"s c!. Es$ "s$i!ci/# ($i+i- (# "c(ci/# "!)'ic *"'i5* ' s("+%s '"#%s%s #% c%0"si5%s c%# (# #i5"+ 4'"á$ic% '%4(#*% , (# s"#$!i"#$% *!isi&+" *" 2 !!. Si"#*% "s$% s)2 #% $i"#" i#4+("#ci "+ $!% % *i!"#si%#"s *"+ ci!i"#$%. Es$ !"$%*%+%?) '"s(+$ s"' 'ác$ic "'% !(, c%#s"'5*%' "# + "s$i!ci/# *" + cci** *" s%%'$" *!isi&+". E+ R"?+!"#$% Es$'(c$('+ *" P#!á REP i#*ic 1(" + cci** *" s%%'$" *"&"'á c+c(+'s" ($i+i-#*% + "c(ci/# *" M","'0%4 ' cci** *" s%%'$" 9+$i!. P' 0c"' "s$% s" *"&"# c%#%c"' +s !?#i$(*"s *" +s c'?s i#5%+(c'*s2 +s *i!"#si%#"s *" +%s ci!i"#$%s , +s c'c$"')s$ics )#*ic"s , *" '"sis$"#ci *"+ s("+%. D" "s$ !#"' s" +%?' (# !":%' "s$i!ci/# *" + cci** *" s%%'$" 4(#*!"#$* "# (# #á+isis $"/'ic%'ác$ic%. $"/'ic%'ác$ic%. E+ !<$%*% !ás c%#4i&+" ' %&$"#"' + cci** *" s%%'$" *" (# s("+% "s "+ '"+i-' (# '("& *" c'?. L '("& *" +c % "#s,% *" c'? *" +c "s (# '("& *" c!% ($i+i-* ' + "s$i!ci/# *" + cci** *" s%%'$" 9+$i! , "+ s"#$!i"#$% *" s("+%s. E+ '"s"# '"s"#$" $" '$)c( '$)c(+% +% $i"#" $i"#" c%!% c%!% %&:"$i %&:"$i5% 5% #+i#+i-' ' c%!' c%!'$i $i5! 5!"#$ "#$" " +s cci**"s *" s%%'$" *!isi&+" *" (# '"++"#% *" s("+% '"#%s% @'"# 'ci++%s %&$"#i*s ($i+i-#*% + '("& *" +c2 + '("& *" "#"$'ci/# "s$á#*' , + "c(ci/# *" cci** *" s%%'$" *" M","'0%4. Es$ '"# 'ci++%s2 %&:"$% *" "s$" "s$(*i%2 %s"" $#$% c'c$"')s$ics 4'icci%##$"s c%!% c%0"si5s !(, c%!(#"s *" #("s$'%s s("+%s #$('+"s.
2)
Es (# "#s,% *" c!% ' + *"$"'!i#ci/# *" + cci** *" s%%'$" , s"#$!i"#$% *" (# s("+%. P' + ":"c(ci/# *" + '("& *"&" "6c5's" (# c+ic$ 0s$ "+ #i5"+ *" *"s+#$" *"+ ci!i"#$%. U# +c *" c'? *" 2 c! @8 i# *" "s"s%' c%!% !)#i!% , 2 c! @8 i# K2 c! @ i# *" *iá!"$'% "s ($i+i-* ' $'#s!i$i' + c'? + s("+%. L c'? "s ?"#"'* %' (# ?$% 0i*'á(+ic% %,*% "# s( '$" i#4"'i%' s%&'" + +c *" c'? , "# + s("'i%'
ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS | MECANICA DE SUELOS II
(# &'' i#!%5i+i-*. E+ '%c"*i!i"#$% *" "#s,% "s$á "s$#*'i-*% "# "+ !<$%*% ASTM D88. L '("& c%#sis$" "# +ic' c%# "+ ?$% 0i*'á(+ic% (# c'? '"5i!"#$" *"4i#i*2 %csi%##*% "# "+ s("+% (# s"#$!i"#$%. C(#*% "+ s"#$!i"#$% c"s s" +ic %$'% i#c'"!"#$% *" c'?2 '"i$i<#*%s" "+ '%c"s% 0s$ +c#-' (# s"#$!i"#$% !á6i!% "'!isi&+" *"+ s("+%2 S!á62 0s$ 1(" s" %&s"'5" + 4++ "# "+ s("+% % 0s$ +c#-' + cci** !á6i! *"+ ?$% 0i*'á(+ic%. L%s 5+%'"s *" i#c'"!"#$% *" c'? s%# !"*i*%s %' (# !#/!"$'% c%#"c$*% c%#"c$*% + ?$% 0i*'á(+i 0i*'á(+ic% c% , +%s s"#$!i s"#$!i"#$% "#$%ss %' *"4%'!)!" *"4%'!)!"$'%s $'%s (&ic*%s (&ic*%s s%&'" + +c *" c'?. E+ '"s(+$*% "s (# c('5 c'?s"#$!i"#$%. E+ '%c"*i!i"#$% ASTM D88 c%#si*"' c%!% cci** *" s%%'$" 9+$i! ' + +c *" c'?2 c'?2 1(+$ @+c2 @+c2 + c'? c%''"s%# c%''"s%#*i"# *i"#$" $" (# s"#$!i"#$% s"#$!i"#$% *"+ 8 *"+ *iá!"$'% *" + +c. L Ec(ci/# "'!i$" *"$"'!i#' + cci** *" s%%'$" 9+$i! ' s("+%s '"#%s%s. L cci** *" s%%'$" 9+$i!2 1(+$2 s" c+c(+ '$i' *" + cci** *" s%%'$" 9+$i! *"+ "#s,% *" c'? *" +c2 1(+$ @+c.
ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS | MECANICA DE SUELOS II
E# s( +#$"!i"#$%2 T"'-?0i2 ++"? + '%("s$ *" (# "c(ci/# ' %&$"#"' + Cci** *" C'? U+$i! @ + 1(" ++!3 +'?*3
2 ' (# -$
ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS | MECANICA DE SUELOS II
Y ' "+ cs% *" "!+"'s" (# -$ c(*'*2 '%%#"3
C%!% "s s&i*% +%s 5+%'"s
T"'-?0i T"'-?0i +%s "s$&+"c" "# 4(#ci/#
*" D" +s #$"'i #$"'i%'" %'"ss "c(ci "c(ci%# %#"s2 "s2 ("*"# ("*"# *"s'" *"s'"#*" #*"'s" 's" c+'! c+'!"#$ "#$" " +?(# +?(#s s %&s"' %&s"'5c 5ci% i%#"s #"s i#$"' i#$"'"s "s#$" #$"s2 s2 +s c(+" c(+"ss %*"!% %*"!%ss si#$"$ si#$"$i- i-'' c%!% c%!% 1(" 1(" "+ '"s(+$*% *" +s !"#ci%#*s "c(ci%#"s @+ Cci** *"+ C'? U+$i! *"+ s("+%2 "s$á 4%'!*% %' + s(! *" $'"s "+"!"#$%s &ásic%s3 E# "+ 'i!"'% *" "++%s %*"!%s '"ci' 1(" s" c%#si*"'# +s c'c$"')s$ics c%0"si5s % 4'icci%##$"s *"+ s("+% + i#5%+(c'' "+ 5+%' c; "# "+ s"?(#*% "+"!"#$% ("*" c+'!"#$" '"ci's" c%!% i#4+(," "# "+ '"s(+$*% 4i#+ + '%4(#*i** *" *"s+#$" *" + -$ s) c%!% "+ P"s% V%+(!<$'ic% V%+(!<$'ic% *"+ s("+% , "# "+ 9+$i!% "+"!"#$% 1(" c%!%#" + "c(ci/# s" i#5%+(c' + 4%'! *" + ci!"#$ci/# + i#c+(i' + *i!"#si/# *"+ #c0% *" + -$ @B. P%' +% $#$%2 %*"!%s "s$&+"c"' + c%#4i'!ci/# *" 1(" (# s("+% #% $i"#" (# cci** *" c'? 4i: , 9#ic2 c%!% "# +?(#%s cs%s '"+"s s" '"$"#*" c%#si*"''2 si#% 1("
ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS | MECANICA DE SUELOS II
E6is$" *"!ás2 (# i!%'$#$" 4c$%' 1(" $!&i<# *"&"'á s"' $%!#*% "# c("#$2 c%!% "s + %sici/# 1(" %c( "+ N.A.F. @#i5"+ *" ?( 4'"á$ic2 "# '"+ci/# c%# + '%4(#*i** *" *"s+#$" *" + -$ '%("s$. R. Es$#%+2 "s"'% 1(" "# "s$s %cs +&'s2 0, c%#s"?(i*% c+'' +?(#s *" s(s *(*s '"s"c$% + $"!2 "+ c(+ ("*" s"' !(, !+i%. D"&i*% 1(" "s$" $"! 0 *"s"'$*% !(c0% i#$"'
*)
I!%#" s%&'" (# s("+% +s c%#*ici%#"s i*"+i-*s *"+ "#s,%. O s"2 i#*(c" + %c(''"#ci *" (# 4++ $'5
# P5 A
$ 4 P0 A
D%#*" A "s "+ á'" #%!i#+ *" + !("s$' @% *" + c: *" c%'$" , (s(+!"#$" #% s" c%''i?" ' $"#"' "# c("#$ "+ c!&i% *" á'" c(s* %' "+ *"s+-!i"#$% +$"'+ *" + !("s$' !("s$' @P0.L '"+ci/# "#$'" "#$'" +%s "s4("'-%s *" c%'$" c%'$" *" 4++ @ $ 4 , +%s "s4("'-%s #%'!+"s @ # "# s("+%s2 s" !("s$' "# + 4i?(' .8 , ("*" '"'"s"#$'s" %' + "c(ci/# si?(i"#$"3 $4 c # $?
Fig. R"+ci/# Fig. R"+ci/# "#$'" +%s "s4("'-%s *" c%'$" !á6i!% , +%s "s4("'-%s #%'!+"s. L +)#" '"c$ %&$"#i* s" c%#%c" c%!% E#5%+5"#$" *" 4++
ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS | MECANICA DE SUELOS II
ECUACIÓN DE FALLA DE CORTE DE COULOMB E# 8KK C%(+%!& %&s"'5/ 1(" si "+ "!(:" 1(" '%*(c" (# s("+% c%#$' (# !('% *" c%#$"#ci/# '%*(c" (# +i?"'% !%5i!i"#$% *"+ !('%2 "# "+ s("+% 1(" "s$á '"$"#i*% s" 4%'! (# +#% *" *"s+i-!i"#$% "s"#ci+!"#$" '"c$%. E+ %s$(+/ 1(" + + !á6i! '"sis$"#ci '"sis$"#ci + c%'$"2 τ 2 "# "+ +#% *" 4++ "s$á ** %' τ
c σ $# $# ϕ
D%#*"3 σ "s "+ "s4("'-% #%'!+ $%$+ "# "+ +#% *" 4++ ϕ
"s "+ á#?(+% *" 4'icci/# *"+ s("+%
c "s + c%0"si/# *"+ s("+%
L ($i+i($i+i-ci ci/# /# *" + "c(ci "c(ci/# /# *" C%(+% C%(+%!& !& #% c%#*( c%#*(:% :% si"!' si"!'" " *is" *is"%s %s s$is4c$%'i%s *" "s$'(c$('s *" s("+%. L '-/# ' "++% #% s" 0i-% "5i*"#$" 0s$ 1(" T"'-?0i (&+ic/ "+ 'i#cii% *" "s4("'-%s "4"c$i5%s. σ σ W W
(
D%#*"3 ( '"si/# i#$"'s$ici+ σ W W
"s4("'-% "4"c$i5%
P(*% '"ci's" "#$%#c"s 1("2 **% 1(" "+ ?( #% ("*" s%%'$' "s4("'-%s c%'$ c%'$# #$" $"ss s(&s s(&s$ $#c #ci i+" +"s2 s2 + '"si '"sis$ s$"# "#ci ci + c%'$ c%'$" " *" (# s("+ s("+% % *"&" *"&" s"' s"' "+ '"s(+$*% 9#ic!"#$" *" + '"sis$"#ci + 4'icci/# 1(" s" '%*(c" "# +%s (#$%s *" c%#$c$% "#$'" '$)c(+s; + !?#i$(* *"
τ
cW σ W $# ϕ W W
E# + c(+ c(+ +%s 'á! 'á!"$ "$'% '%ss cW , ϕ W s%# '%i"** *"+ "s1("+"$% *" s("+%2 *"#%!i#*s *"#%!i#*s c%0"si/# "4"c$i5 , á#?(+% *" 4'icci/# "4"c$i52 '"s"c$i5!"#$". '"s"c$i5!"#$". P("s$% 1(" + '"sis$"#ci + c%'$" *""#*" *" +%s "s4("'-%s "4"c$i5%s "# "+ s("+%2 +%s #á+isis *" "s$&i+i** s" 0'á# "#$%#c"s2 "# $<'!i#%s *" "s4("'-%s "4"c$i5%s. Si# "!&'?%2 "# ci"'$s ci'c(#s$#cis "+ #á+isis ("*" 0c"'s" "# $<'!i#%s *" "s4("'-%s $%$+"s , %' $#$%2 "# ?"#"'+2 s" #"c"si$'á *"$"'!i#' +%s 'á!"$'%s *" '"sis$"#ci + c%'$" *"+ s("+% "# "s4("'-%s "4"c$i5%s , "# "s4("'-%s $%$+"s. Es *"ci'2 +%s 5+%'"s *" cW2 ϕ W , c2 ϕ . Es$%s s" %&$i"#"#2 !"#(* !"#(*% % "# "#s,% "#s,%ss *" +&%' +&%'$% $%'i% 'i% '"+i'"+i-*% *%ss s%&'" s%&'" !("s$' !("s$'s s *" s("+% s("+%
ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS | MECANICA DE SUELOS II
'"'"s"#$$i5s !"*i#$" "+ "#s,% *" c%'$" *i'"c$% @ASTM DK % "+ "#s,% *" c%!'"si/# T'i6i+ @ASTM DK. C%!%#"#$"s *" + '"sis$"#ci + c%'$" D" + +", *" C%(+%!& s" *"s'"#*" 1(" + '"sis$"#ci '"sis$"#ci + c%'$" *" s("+%s s("+%s "# $<'!i#%s ?"#"'+"s $i"#" *%s c%!%#"#$"s3 F'icci/# @$? 1(" s" *"&" + $'&-/# "#$'" '$)c(+s , + '%c" "#$'" "++s c(#*% "s$á# s%!"$i*s "s4("'-%s #%'!+"s. & C%0"si/# C%0"si/# 1(" s" *"&" 4("'-s 4("'-s i#$"'#s i#$"'#s 1(" !#$i"#" !#$i"#"# # (#i*s (#i*s +s '$)c(+s "# (# !s.
C%!% "# + "c(ci/# τ 4 c # $? "6is "6is$" $"# # *%s *%s c#$ c#$i* i** *"s "s *"sc%#%ci*s @c , 2 s" '"1(i"'" %&$"#"' *%s 5+%'"s2 c%!% !)#i!% *" "s4("'-% #%'!+ , "s4("'-% c%'$#$" ' %&$"#"' (# s%+(ci/#. C%!% C%!% "+ "s4( "s4("'"'-% % c%'$ c%'$#$ #$" " τ , "+ "s4( "s4("' "'-% -% #%'! #%'!+ + # $i"# $i"#"# "# "+ !is! !is!% % si?#i4ic*% **% "# + c%#s$'(cci/# *"+ c)'c(+% *" M%0'2 "# +(?' *" '"s%+5"' (# s"'i" *" "c(ci%#"s si!(+$á#"s ' c , ' $? 2 "s %si&+" *i&(:' "# (# +#% *" ":"s c%%'*"#*%s +%s 5+%'"s *" τ c%#$' # ' +%s *i4"'"#$"s "#s,%s @?"#"'+!"#$" c%# τ c%!% c%!% %'*"#*2 *i&(:' (# +)#" $'5
# $?
Si"#*% N + 4("'- 5"'$ic+ 1(" c$9 s%&'" "+ c("'%2 + 4("'- 0%'i-%#$+ #"c"s'i @T ' 0c"' *"s+i-' "+ c("'%2 *"&" s"' s("'i%' N2 si"#*% "+ c%"4ici"#$" *" '%c" "#$'" +%s *%s !$"'i+"s. Es$ '"+ci/# $!&i<# ("*" s"' "sc'i$ *" + 4%'! si?(i"#$"3 T N $? Si"#*% 2 "+ á#?(+% *" '%c" % á#?(+% 4%'!*% %' + '"s(+$#$" *" +s *%s 4("'-s c%# + 4("'- #%'!+. L '"sis$"#ci + *"s+i-!i"#$% "s '%%'ci%#+ + '"si/# #%'!+ , ("*" s"' '"'"s"#$* '"'"s"#$* P%' + 4i?(' ..
ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS | MECANICA DE SUELOS II
Fi?. . M"c#is!%s M"c#is!%s *" +%s 4"#/!"#%s *" 4'icci/# 4'icci/# ENSAYO DE CORTE DIRECTO
L 4i?. . !("s$' +%s 'i#ci+"s *"$++"s *"+ '$% *" c%'$" *i'"c$%2 "# "+ c(+ + !("s$' *" s("+% s" i#$'%*(c" "# (# !%+*" *i5i*i*% 0%'i-%#$+!"#$" "# *%s !i$*"s. S" +ic +("?% + !("s$' (# 4("'- #%'!+ N !"*i#$" (# +c *" c'?2 ,2 ,2 +("?% *" 4i:' 4i:' + !i$* s("'i%' *"+ !%+*"2 !%+*"2 s" c%'$ + !("s$' "# (# +#% 0%'i-%#$+ !"*i#$" + +icci/# *" (# 4("'- c%'$#$" τ . E+ *is"% *"+ !%+*" #% "'!i$" "+ c%#$'%+ *"+ *'"#:" *" + !("s$'. Es$ #% "s (# +i!i$#$" "# "+ cs% *" '"#s , ?'5s2 1(" s%# !$"'i+"s *" *'"#:" +i&'" , %' +% ?"#"'+ 4++# "# c%#*ici%#"s c%!+"$!"#$" *'"#*s. Si# "!&'?%2 "# *"/si$%s *" 'ci++ (# "+"!"#$% *" s("+% "# "+ c!% ("*" 4++' si# #i#?9# *'"#:"2 c%# *'"#:" 'ci+2 % *'"#:" c%!+"$%. L 4+$ *" c%#$'%+ *"+ *'"#:" 0c" %&5i% 1(" "6is$ (# i#c"'$i*(!&'" s%&'" si "s$" 5+%' '"'"s '"'"s"#$ "#$ % #% + 5"'* 5"'**"' *"' '"sis$ '"sis$"#c "#ci i #% *'"# *'"#*. *. P%' P%' "s$ "s$ '-/#2 '-/#2 + '"sis$"#ci + c%'$" #% *'"#*% *" (# s("+% 'ci++%s% !"#(*% s" !i*" "# (# cá!' T'i6i+2 + c(+ "'!i$" "+ c%!+"$% c%#$'%+ *"+ *'"#:" *" + !("s$'. Si# Si# "!&' "!&'?%2 ?%2 "+ "#s,% "#s,% *" c%'$" c%'$" *i'"c$% *i'"c$% ("*" ("*" ($i+i($i+i-'s 's" " ' ' !"*i' !"*i' + '"sis '"sis$"# $"#ci ci *'"#* *'"#* *" +%s s("+%s s("+%s 'ci++ 'ci++%s% %s%ss si 'i!"' 'i!"'% % s" c%#s%+ c%#s%+i* i* %' %' c%!+"$% + !("s$' &:% + c'? #%'!+ , +("?% s" c%'$ + !("s$' (# 5"+%ci** s(4ici"#$"!"#$" +"#$ ' s"?(''s" *" + *isici/# i#!"*i$ *"+ "6c"s% *" '"si/# i#$"'s$ici+ 1(" s" '%*(c" *('#$" "+ c%'$". L Fi?. .& !("s$' +s '"+ci%#"s $)ics "s4("'-%*"4%'!ci/# (#i$'i c!&i% *" 5%+(!"#. A+ ?'4ic' "+ !á6i!% "s4("'-% c%'$#$" τ 4 "# 4(#ci/# *"+ "s4("'-% #%'!+ "4"c$i5% σ W s" %&$i"#" "+ á#?(+% *" 4'icci/# "4"c$i5% ' (# "s$*% *" *"#si** "# '$ic(+'. P' "s$&+"c"' + "#5%+5"#$" *" 4++ s" '"+i-# *i4"'"#$"s "#s,%s c%# *i4"'"#$"s 5+%'"s *" '"si/# *" c%#4i#!i"#$% @"s4("'-% #%'!+ , s" *i&(: (# +)#" '"c$ *"s*" "+ %'i?"# @, 1(" σ W "# s("+%s ?'#(+'"s s#*% %' +%s '"s"c$i5%s (#$%s; + "#*i"#$" *" "s$ +)#" s" *"si?# c%# ϕ X.X.
ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS | MECANICA DE SUELOS II
Ti% *" s("+%
ϕ W
G'*%s
S("+
%$D"#s%
+i!%
K
'"# +i!%s
K
'"# (#i4%'!"
'"# &i"# ?'*(*
?'5 '"#%s
T&+ T&+ V.8 V+%'"s *" ϕ W ' s("+%s ?'#(+'"s E# + 4i?. . & , c2 s" 5" 1(" +%s c!&i%s *" 5%+(!"# $i"#"# (# i#4+("#ci 4(#*!"#$+ "# "+ 5+%' *" + '"sis$"#ci + c%'$" *" +%s s("+%s. T+"s "4"c$%s s" '"4+":# "!)'ic!"#$" "!)'ic!"#$" "# "+ 5+%' ϕ W "# + "c(ci/# *" C%(+%!&. Si# "!&'?%2 (# $'$! $'$!i" i"#$% #$% *"$++ *"$++*% *% '"1(i" '"1(i"'" '" (# "s$(*i "s$(*i% % *"+ *"+ c%!%' c%!%'$! $!i" i"#$% #$% *" +s '$)c(+s *"+ s("+% ' s"'' "+ c%!%#"#$" *" + '"sis$"#ci *"&i*% + "s$' "s$'(c (c$( $(' ' *" '$) '$)c( c(+ +s2 s2 *" 1(" 1("++ 1(" 1(" c%'' c%''"s "s% %#* #*" " + 4'ic 4'icci ci/# /# "#$'" "#$'" '$)c(+s. A+?(#s 5"c"s ' %&$"#"' "+ *"s+-!i"#$% *"s+-!i"#$% #"c"s'i% *"&" i#5"'$i's" *" !#"' '""$i* + *i'"cci/# *"+ c%'$"2 "'% "++% *is$%'si%# "+ +i#"!i"#$% *" +s '$)c(+s , #% s" +%?' "+ 5"'**"'% 5+%' ' "+ "s$*% !)#i!%. E+ '%&+"! ("*" '"s%+5"'s" ($i+i-#*% "+ '$% *" c%'$" *" c%'$" $i% #(+' "# "+ c(+ s" '("& (# !("s$' *" s("+% *" 4%'! #(+' "# (# #i++% '$i*% 0%'i-%#$+!"#$" "# s( +#% !"*i%2 +% c(+ "'!i$" 1(" + !i$* i#4"'i%' *" + !("s$' s" ci-++* c%#$i#(!"#$" "# (# *i'"cci/# s%&'" + !i$* s("'i%' 4i:2 si# c!&i% *" c%#$c$% "# "+ á'" *" c%#$c$% "#$'" +s *%s c's.
ENSAYOS QUE SE UTILIZAN PARA HALLAR LA CAPACIDAD PORTANTE DE LOS SUELOS | MECANICA DE SUELOS II