triaxial - consolidado - no drenado

7/24/2019 Triaxial - Consolidado - No Drenado

1/19

ESPECIMEN 01

Sondaje : C - 16 Muestra : M - 1Profundidad (m) : 0.25 - 1.25Estado : Remoldeado

CONDICIONES Inicial FinalAltura (cm) 10.00 9.96

Dimetro (cm) .00 !.9"

#ume$a$ (%) ".90 1&.00

Den'i$a$ 'eca (cm*) 1.96 1.99

0.00 0.00 0.00 1.00 1.000.0 0.1+ 0.1& 0."" 1.00.10 0.&6 0.16 0."! 1.100.& 0." 0.&& 0.+" 1.,60., 0.+! 0.&& 0.+" 1.&0.0 0.9! 0.1" 0."& 1.+60.+ 1.1+ 0.09 0.91 &.0"1.00 1.&! 0.0, 0.9+ &.&11.& 1.&! 0.00 1.00 &.&!1.0 1.&1 0.00 1.00 &.&11.+ 1.19 0.00 1.00 &.19

De-orm.(%)

E'-. De'.(/cm)

Pre'. Poro'(/cm)

,(/cm)

1

(/cm)


2/19

&.00 1.1+ 0.00 1.00 &.1+&.0 1.1! 0.0& 0.9" &.1&,.00 1.1! 0.0& 0.9" &.1&,.0 1.1& 0.0& 0.9" &.10!.00 1.1& 0.0& 0.9" &.10!.0 1.10 0.0& 0.9" &.0"

.00 1.10 0.0! 0.96 &.066.00 1.0" 0.0 0.9 &.0,+.00 1.0" 0.0 0.9 &.0,".00 1.0" 0.0 0.9 &.0,9.00 1.1& 0.0 0.9 &.0+10.00 1.1! 0.0! 0.96 &.1011.00 1.1+ 0.0! 0.96 &.1,1,.00 1.19 0.0! 0.96 &.1

O2'eracione' 3 Material menor $e ,"45 $en'i$a$ 'eca 1.9+ cm*5 7ume$a$ ".6 %.com;actaci


3/19

Velocidad : 0.2 mm/min

S U C S : SC

DA>OS DE? ENSA@OParmetro 44 (%) 9.00

,.00

&.00

B ;

1.00 0.00 0.00 1.000.9+ 0.09 0.09 1.&00.9+ 0.1, 0.1, 1.,11.0+ 0.&9 0.&+ 1.+!1.1 0.,+ 0.,& 1.91.&9 0.!+ 0.,6 &.11.!9 0." 0.,9 &.&"1.9 0.6& 0.,9 &.&+1.6& 0.6& 0.," &.&!1.61 0.61 0.," &.&11.60 0.60 0.," &.19

Pre'ion $e Cel$a , (/cm&)

Contra Pre'i


4/19

1." 0." 0.,+ &.1+1. 0.+ 0.,+ &.1+1. 0.+ 0.,+ &.1+1.! 0.6 0.,6 &.11.! 0.6 0.,6 &.11., 0. 0.,6 &.1&

1.1 0. 0.,6 &.11.!9 0.! 0.,6 &.1,1.!9 0.! 0.,6 &.1,1.!9 0.! 0.,6 &.1,1.1 0.6 0.,+ &.1"1., 0.+ 0.,+ &.191.! 0." 0.," &.&&1.6 0.60 0.," &.&!

8emol$ea$o al 9 % $e la mima $en'i$a$ 'eca5 o2teni$a $el en'a:o $eOC# ".6 %)5 a'umi$o ;or el 'olicitante.

0.00.00

0.#0

".00

".#0

2.00

2.#0

$.00

ES

FCE8O

DESIADO

8(

/cm

0)


5/19

COMPRESION TRIAXIAL

Consolidado - No Denado !C"# $$ ASTM - D%&6&

G INFO8ME3 ?H0!&91 G >8AAJO NK 3G P8O@EC>O3 G PE8FO8ACIL

G ?OCA?IACIN DE? P8O@EC>O3 PASCO G MES>8A NK

G DESC8IPCIN DE SE?O3 A8ENA MEDIA A H8ESA G P8OFNDIDA

G 8EA?IADO PO83 S>I??OS CAS>AEDA5 MA@CO? G FEC#A DE P8

ESPECIMEN 0&

Sondaje : C - 16 Muestra : M - 1

rofundidad (m) : 0.25 - 1.25Estado : Remoldeado

CONDICIONES Inicial FinalAltura (cm) 10.00 9.9"

Dimetro (cm) .00 !.96

#ume$a$ (%) ".6 11.6"

Den'i$a$ 'eca (cm*) 1.9+ &.00

0.00 0.00 0.00 &.00 &.00 &.000.0 0.1+ 0.16 1."! &.01 1.9,0.10 0.,1 0.&, 1.++ &.0" 1.9&

0.& 0."+ 0.& 1.!" &., 1.9&0., 1.19 0.60 1.!0 &.9 &.000.0 1.+ 0.6 1., &.9& &.1!0.+ &.10 0.61 1.,9 ,.!9 &.!!1.00 &.&1 0.+ 1.!, ,.6! &.,1.& &.&1 0.6 1.!! ,.6 &.!1.0 &.1! 0.9 1.!1 ,. &.!"1.+ &.09 0.61 1.,9 ,.!" &.!!

De-orm.(%)

E'-. De'.(/cm)

Pre'. Poro'(/cm)

,(/cm)

1

(/cm);

(/cm)


6/19

&.00 &.0 0.6, 1.,+ ,.!& &.,9&.0 1.96 0.6" 1.,& ,.&" &.,0,.00 1."9 0.+0 1.,0 ,.19 &.&,.0 1."9 0.+1 1.&9 ,.1" &.&!!.00 1."+ 0.+, 1.&+ ,.1! &.&0!.0 1." 0.+! 1.&6 ,.11 &.1"

.00 1." 0.+! 1.&6 ,.11 &.1"6.00 1." 0.+! 1.&6 ,.11 &.1"+.00 1." 0.+! 1.&6 ,.11 &.1"".00 1."+ 0.+, 1.&+ ,.1! &.&09.00 1." 0.+, 1.&+ ,.1& &.1910.00 1."+ 0.+& 1.&" ,.1 &.&111.00 1."9 0.+0 1.,0 ,.19 &.&1,.00 1.91 0.69 1.,1 ,.&& &.&+

O2'eracione' 3 Material menor $e ,"45 $en'i$a$ 'eca 1.9+ cm*5 7ume$a$ ".6 %. 8em$el en'a:o $e com;actaci


7/19

,NK 3 1

3 1

D DE MES>8A3

C>ICA3 91&&00+

Velocidad : 0.2 mm/min Sondaje :S U C S : SC Muestra :

Profundidad (

Estado :

DA>OS DE? ENSA@O CONDIParmetro 44 (%) 9.00 Altur

!.00 Dimet

&.00 #ume$

Den'i$a$ '

B ;

0.00 0.00 1.00 0.000.09 0.0 1.09 0.00.1 0.0" 1.1+ 0.100.!! 0.&, 1.9 0.&0.60 0.,0 1." 0.,0.+9 0.,+ &.1+ 0.01.0 0.!, &.1 0.+1.10 0.!, &.! 1.001.10 0.!, &., 1.&1.0+ 0.!, &.& 1.01.0 0.!, &.1 1.+

Pre'ion $e Cel$a , (/cm&)

Contra Pre'i


8/19

1.0& 0.!, &.0 &.000.9" 0.!, &.!" &.00.9 0.!& &.! ,.000.9 0.!& &.!+ ,.00.9, 0.!& &.!+ !.000.9& 0.!& &.!+ !.0

0.9& 0.!& &.!+ .000.9& 0.!& &.!+ 6.000.9& 0.!& &.!+ +.000.9, 0.!& &.!+ ".000.9& 0.!& &.! 9.000.9, 0.!& &.!6 10.000.9 0.!& &.! 11.000.96 0.!& &.!6 1,.00

l$ea$o al 9 % $e la mima $en'i$a$ 'eca5 o2teni$a".6 %)5 a'umi$o ;or el 'olicitante.

O2'eracioo2

"2.00 "4.00

O

".00

(%&/cm2)

2.00

(%&/cm2)


9/19

ESPECIMEN 0,

C 16 Velocidad :M 1

0.& 1.& S U C S :

8emol$ea$o

IONES Inicial Final D(cm) 10.00 9.91 Parmet

ro (cm) .00 !.96

a$ (%) ".61 11.!

ca (cm*) 1.9+ &.0&

0.00 0.00 !.00 !.00 !.00 0.000.1+ 0.&& ,.+" ,.9 ,."+ 0.090.1 0.!9 ,.1 !.0& ,.++ 0.&61.!! 1.1! &."6 !.,0 ,." 0.+&1."+ 1.,6 &.6! !.1 ,.+ 0.9,&.,0 1.& &.!" !.+" ,.6, 1.1&.6" 1.6! &.,6 .0! ,.+0 1.,!&.+ 1.+! &.&6 .01 ,.6! 1.,"&.+, 1.+9 &.&1 !.9! ,.+ 1.,6&.6! 1."6 &.1! !.+" ,.!6 1.,&&.9 1.90 &.10 !.69 ,.!0 1.,0

Pre'ion $e Cel

Contra Pre'i

ESF. E-ectio Ini

E'-. De'.(/cm)

Pre'. Poro'(/cm)

,(/cm)

1

(/cm);

(/cm)B

(/cm)


10/19

&.& 1.9 &.0 !.+ ,.,1 1.&6&.!" &.0& 1.9" !.!6 ,.&& 1.&!&.!, &.0+ 1.9, !.,6 ,.1 1.&&&.,+ &.1& 1."" !.& ,.06 1.1"&.,+ &.1 1." !.&& ,.0, 1.1"&.,+ &.19 1."1 !.1" &.99 1.1"

&.,! &.&1 1.+9 !.1, &.96 1.1+&.,9 &.&& 1.+" !.1+ &.9+ 1.19&.!1 &.&1 1.+9 !.&0 ,.00 1.&1&.!, &.19 1."1 !.&! ,.0, 1.&&&.!6 &.19 1."1 !.&+ ,.0! 1.&,&.!6 &.1" 1."& !.&" ,.0 1.&,&.!6 &.19 1."1 !.&+ ,.0! 1.&,&.!6 &.1" 1."& !.&" ,.0 1.&,

e' 3 Material menor $e ,"45 $en'i$a$ 'eca 1.9+ cm*5 7ume$a$ ".6 %. 8emol$ea$o al 9teni$a $el en'a:o $e com;actaci


11/19

0.2 mm/min

SC

>OS DE? ENSA@Oo 44 (%) 9.00

6.00

&.00

B ;

0.00 1.000.0& 1.00.0+ 1.10.&0 1.00.&6 1.+10.,& 1.9,0.,6 &.1!0.," &.&&0.," &.&,0.," &.&,0.," &.&,

$a , (/cm&)


12/19

0.," &.&,0.,9 &.&0.,9 &.&60.,9 &.&60.,9 &.&"0.,9 &.,1

0.!0 &.,10.!0 &.,!0.!0 &.,0.!0 &.,!0.!0 &.,60.!0 &.,0.!0 &.,60.!0 &.,

% $e la mima $en'i$a$ 'eca5mi$o ;or el 'olicitante.


13/19

0.00 2.00 4.00 .0

'0.#0

0.00

0.#0

".00

".#0

2.00

2.#0

DEFO8MAC

DEFO

P8ESIMND

E

PO8OS

(/c


14/19

!.00 "0.00 "2.00 "4.00

IN .' P8ESIN DE PO8OS

".00

(%&/cm2)

2.00

(%&/cm2)

MACION (%)


15/19

".N.D.IN'ENIER(

MECANICA DE

Codi*o. 055%&

"STILLOS CASTAEDA/

maol4&7omai
mailto:[email protected]:[email protected]


16/19

.CCI)IL

"ELOS II

0+02,

aol Si3en.

l.om
mailto:[email protected]:[email protected]


17/19

0.#0 ".00 ".#0 2.0

0.00

0.20

0.40

0.0

0.!0

".00

".20

".40

".0

B(/cm0)


18/19

2.#0 $.00 $.#0 4.00

IAH8AMA B '. ;

; (/cm)


19/19

".00

(%&/cm2)

2.00

(%&/cm2)

triaxial - consolidado - no drenado

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