1.EnsaioGranulometria_20160426080911

8/15/2019 1.EnsaioGranulometria_20160426080911

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Análise Granulométrica

Laboratório de Mecânica dos Solo NBR : 7181

Classificação : Sondagem : Saco : Bloco :Poço : Prof.: ( m )

Local Daa : !"erador :

#$!R D$ %&'DD$ N#$S D! $NS'!

Determinação 1 2 3 & ( g )

Cápsula n.o ( * )

(g) ( g )

(g)

(g) Obs:

(g)

(g)

ω (*)

(*)

P$N$'R&$N#! &#$R'L R$#'D!

+ Pr ( g ) P" ( * ) ( g )

( g )

D$NS,&$#R!

#i"o :

N- :

c ( m ) :

PR!$#

Defloc/lane :

#i"o :

Prao ol/me :

S$D'&$N#0!

Daa 2ora L # 3

Correção Di Lc

(min) (min) lei/ra ( 4C ) ( Pa5s ) ( cm ) ( mm ) Lei. Corrig. ( * )

6.1

9

8

1

6

;6

16

96986

1996

ω &

s


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3/17



assificação : Sondagem : SP# Saco : Bloco :Dia 9 or.: Prof: ( m )

cal Daa : !"erador :

#$!R D$ %&'DD$ N#$S D! $NS'!

Determinação 1 2 3 & 76.66 ( g )Cápsula n.o 1 9 9 7.7;* ( * )

(g) ;9.87 ;.1 ;;.7; 99.7 ( g )

(g) ;6.7 ;6.8; ;. .66

(g) .;8 .97 9.18 Obs: Com defloc/lane

(g) 9.1 9. 9.

(g) 7.69 7. 8.6

(*) 8.* 8.6* ;.7*

(*) 7.7;*

P$N$'R&$N#! &#$R'L R$#'D!

+ Dimero (mm) P" ( * )

6.66 ( g )

Reido (g)

16 .666 6.66 99.7 166.66* .89 ( g )

1; 6.68 99. .8* D$NS,&$#R!

6 6.;66 6.9 9.8 .16* #i"o : 1;;

96 6.96 6.8; 9.9 8.6;* N- :

6 6.66 1. 9. 7.6;* c ( m ) :

66 6.16 .7 91.9 .7*66 6.67 .89 96.9 1.* PR!$#

Defloc/lane : 1 ml

#i"o : 2eEameafosfao

rao ol/me :

S$D'&$N#0!

aa2ora L # Lc 3 Di

(min) (seg) lei/ra ( 4C ) Lei. Corrig. ( cm ) ( Pa5s ) ( mm ) ( * )

6. 6 ;.6 6.6 6.6 6.8 ;.6 19.88 16. 6.6;78 87.81*1 ;6 .6 6.6 6.6 6.8 1.17 16. 6.6987 89.99*

16 9.6 6.6 6.6 6.8 9 1.7 16. 6.6991 81.6;*

9 96 .6 6.6 6.6 6.8 1.999 16. 6.6998 77.;8*

8 986 .6 6.6 6.6 6.8 19.788 16. 6.61;8; 79.6*

1 66 1.6 6.6 6.6 6.8 1 19.; 16. 6.61 76.*

6 1866 6.6 6.6 6.6 6.8 6 1.11 16. 6.66881 ;7.*

;6 ;66 1.6 6.6 6.6 6.8 1 1.669 16. 6.66;7 ;9.17*

16 766 18.6 6. 6.1 6.8 18.1 1.9;8 16. 6.6699; ;1.1*

96 19966 17.6 .6 6.7 6.78 17.7 1.98 16.6 6.661 .77*

986 8866 1;.6 .6 6.7 6.7; 1;.7 1.71 .; 6.6617 ;.*

;6 7;66 1.6 18.6 @6. 6.8; 19. 1;.19 16.81 6.661; 9.1*

16 1166 1.6 18.6 @6. 6.8; 19. 1;.19 16.81 6.66117 9.1*

ω


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8. DENSIDADE E VISCOSIDADE DA ÁGUA

Densidade

(!cm" (centi#oises" (centisto$es"6 6.87 1.716 1.76 6.7 1.;7966 1.;79169 1.66666 1.;7;6 1.;7;6; 6.7 1.97;6 1.97;68 6.88 1.876 1.879616 6.7 1.676 1.16161 6. 1.66 1.;619 6.7 1.17986 1.17;61; 6.87 1.11;6 1.11;8618 6.8; 1.6;66 1.6;1866 6.8 1.66876 1.6166

6.786 6.;686 6.;69 6.7 6.1;16 6.18;6; 6.;81 6.879;6 6.877968 6.;; 6.8;6 6.8966 6.;8 6.86696 6.866

1 "oise 1 dFn s>cmG1 lH>s>"?G ......... 978I7 "oises

% & ' ) * +

&% 1.; 1. 1.; 1.6 11.8 11.;8 11.8'% 16. 16.6 .86 .; .9 .1 8.% 8.1; 7.8 7.8 7.;; 7.6 7.9 7.6)% ;.;7 ;. ;.9 ;.6 ;.6 ;.6 .

% & ' ) * +&% 6.7 6.; 6. 6.9 6. 6.1 6.6'% 6.8 6.86 6.78 6.7; 6.7 6.71 6.;8% 6.7 6.89 6.1 6.97 6.99 6.91 6.7

)% 6. 6.1 6.1 6.11 6.67 6.6 6.88

, (-C" or. da eitura16. @1.;11.6 @1.811. @1.61.6 @1.91. @1.91.6 @1.61. @1.119.6 @1.1

19. @1.161.6 @1.66

,em#eratura

Viscosidadea/soluta

Viscosidadecinemática

(o

C"

Viscosidade da áua em 0un12o da tem#eratura (&%3+0scm3'"oC

4assa es#ec50ica da áua em 0un12o da tem#eratura (cm3"oC


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1. @6.61;.6 @6.81;. @6.717.6 @6.;17. @6.18.6 @6.9

18. @6.1.6 @6.1. @6.16.6 6.666. 6.161.6 6.1. 6..6 6.9. 6..6 6.76. 6.86

9.6 6.69. 1.6.6 1.17. 1.;.6 1.9;. 1.;17.6 1.77. 1.878.6 .668. .1.6 .. .96

6.6 .6. .761.6 .81. .7.6 .1. .6.6 .9. .;69.6 .799. .88.6 9.6. 9.6

;.6 9.


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6 8 7

11.6 16.81 16.98.7 8. 8.97.6; ;. ;.7.88 .7 .;

6 8 76.88 6.8; 6.896.; 6.; 6.;66.9 6.6 6.;

6.89 6.86 6.88


7/17


8/17



Classificação : Sondagem : Saco : Bloco :

Dia or.: Prof: ( m )Local Daa : !"erador :

#$!R D$ %&'DD$ N#$S D! $NS'!

Determinação 1 2 3 & 76.66 ( g )

Cápsula n.o 1 9 9 7.;7* ( * )

(g) ;9.87 ;.1 ;;.7; 99. ( g )

(g) ;6.7 ;6.8; ;. .66


(g)

(g)

ω (*) .66* 8.66* ;.66*

(*) 7.;7*

P$N$'R&$N#! &#$R'L R$#'D!


6.66 ( g )

Reido (g)

16 .666 6.66 .89 ( g )

1; 1.186 6.68 D$NS,&$#R!

6 6.;66 6.9 #i"o : 1;;

96 6.96 6.8; N- :

6 6.66 1. c ( m ) :

166 6.16 .7

66 6.67 .89 PR!$#

Defloc/lane : 1 ml


Prao ol/me :

S$D'&$N#0!

Daa2ora L # Lc 3 Di

(min) (seg) lei/ra ( 4C ) Lei. Corrig. ( cm ) ( Pa5s ) ( mm )

6. 6 ;.6 6.6 6.6 6.8 ;.6 19.8 16. 6.6;8

1 ;6 .6 6.6

16 9.6 6.6

9 96 .6 6.6

8 986 .6 6.6

1 66 1.6 6.66 1866 6.6 6.6

ω &

s


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;6 ;66 1.6 6.6

16 766 18.6 6.

96 19966 17.6 .6

986 8866 1;.6 .6

;6 7;66 1.6 18.6

16 1166 1.6 18.6

# (9"

6.6;8 87.66*

6 6.66*

6 6.66*

6 6.66*

6 6.66*

6 6.66*

6 6.66*

6 6.66*

6 6.66*

6 6.66*

6 6.66*

6 6.66*

.666 6.66*

6.;66 6.66*

6.96 6.66*

6.66 6.66*

6.16 6.66*

6.67 6.66*6.91861

RJ'L A 6.6S'L#$ [email protected]

R$' [email protected] R$' K'N 6.6@6. R$' &$D' [email protected] R$' JR!SS 6.8@98

BR'# .9.8

Di:metro(mm"

6.661 6.61

6.66*

16.66*

6.66*

6.66*

96.66*

6.66*

;6.66*

76.66*

86.66*

6.66*

166.66*

C/rMa Jran/l

Di:m etro d

8 o r c e n t a e m ; u e # a s s a


10/17

, (-C" Cor. da eitura16. @1.;

11.6 @1.8

11. @1.6

1.6 @1.9

1. @1.9

1.6 @1.6

1. @1.1

19.6 @1.1

19. @1.16

1.6 @1.66

1. @6.6

1;.6 @6.8

1;. @6.7

17.6 @6.;

17. @6.

18.6 @6.9

18. @6.

1.6 @6.

1. @6.1

6.6 6.66. .

1.6 6.

1. 6.

( * ) .6 6.9

87.66* . 6.

.6 6.76

. 6.86

9.6 6.6

9. 1.6

.6 1.17

. 1.

P (A Di)


11/17

;.6 1.9

;. 1.;1

7.6 1.7

7. 1.87

8.6 .66

8. .1.6 .

. .96

6.6 .

6. .76

1.6 .8

1. .7

.6 .1

. .6

.6 .9

. .;6

9.6 .79

9. .88

.6 9.6

. 9.6

;.6 9.

6.1 1 16

m?rica 9

s r2os (mm"


12/17



Classificação : Sondagem : SP# Saco : Bloco :

Dia 9 or.: Prof: ( m )Local Daa : !"erador :

#$!R D$ %&'DD$ N#$S D! $NS'!

Determinação 1 2 3 & 76.66 ( g )

Cápsula n.o 1 9 9 7.7;* ( * )

(g) ;9.87 ;.1 ;;.7; 98.96 ( g )

(g) ;6.7 ;6.8; ;. .76


(g) 9.1 9. 9.

(g) 7.69 7. 8.6

ω (*) 8.* 8.6* ;.7*

(*) 7.7;*

P$N$'R&$N#! &#$R'L R$#'D!


6.66 ( g )

Reido (g)

16 .666 6.66 98.96 166.66* 7. ( g )

1; 1.66 6 98.96 166.66* D$NS,&$#R!

6 6.;66 9;.96 .87* #i"o : 1;;

96 6.96 9 99.96 1.79* N- :

6 6.66 ; 9.96 87.;6* c ( m ) :

166 6.16 1. .6 ;8.;6*

66 6.67 7. 6.6 9.18* PR!$#

Defloc/lane : 1 ml


Prao ol/me :

S$D'&$N#0!

Daa2ora L # Lc 3 Di

(min) (seg) lei/ra ( 4C ) Lei. Corrig. ( cm ) ( Pa5s ) ( mm )

6. 6 19.6 .6 6. 6.8 19. 17.19 16. 6.67887

1 ;6

16

9 96

8 986 8.9 .6 6. 6.8 8.8 17.66 16. 6.617

1 66

6 1866

ω &

s


13/17

;6 ;66

16 766 . .6 6. 6.8 . 18.1178 16. 6.66

96 19966

986 8866

;6 7;66 1. ;.6 1. 6.;8 . 18.7 8. 6.6617

1996 8;966 1.6 ;.6 1. 6.;8 .9 18.11 8. 6.6619

# (9"

6.6788;7 97.7*

6 6.66*

6 6.66*

6 6.66*

6.6179 .61*

6 6.66*

6 6.66*

6 6.66*

6.66 1.*

6 6.66*

6 6.66*

6.6617 .7*

6.661917 8.1;*

.666 166.66*

6.;66 .87*

6.96 1.79*

6.66 87.;6*

6.16 ;8.;6*

6.67 9.18*6.91861

RJ'L A 6.66

S'L#$ [email protected]; R$' 6.;@I6

R$' K'N 6.6;@6I R$' &$D' 6I@6I; R$' JR!SS 6I;@

BR'# .9.8@;;@66@;6

Di:metro(mm"

6.6661 6.661 6.616.66*

16.66*

6.66*

6.66*

96.66*

6.66*

;6.66*

76.66*

86.66*

6.66*

166.66*

C/rMa Jran/l

Di:m etro d

8 o r c e n t a e m ; u e # a s s a


14/17


15/17

, (-C" Cor. da eitura16. @1.;

11.6 @1.8

11. @1.6

1.6 @1.9

1. @1.9

1.6 @1.6

1. @1.1

19.6 @1.1

19. @1.16

1.6 @1.66

1. @6.6

1;.6 @6.8

1;. @6.7

17.6 @6.;

17. @6.

18.6 @6.9

18. @6.

1.6 @6.

1. @6.1

6.6 6.66. .

1.6 6.

1. 6.

( * ) .6 6.9

97.7* . 6.

.6 6.76

. 6.86

9.6 6.6

.61* 9. 1.6

.6 1.17

. 1.

P (A Di)


16/17

;.6 1.9

1.* ;. 1.;1

7.6 1.7

7. 1.87

.7* 8.6 .66

8.1;* 8. .1.6 .

. .96

6.6 .

6. .76

1.6 .8

1. .7

.6 .1

. .6

.6 .9

. .;6

9.6 .79

9. .88

.6 9.6

. 9.6

;.6 9.

6.1 1 16 166

m?rica

s r2os (mm "


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Documents

1.EnsaioGranulometria_20160426080911