Cópia de Dados - Penetrômetro

7/24/2019 Cpia de Dados - Penetrmetro

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Frmula dos Holandeses para transformao de dados de impacto em presso

Repetio 1 Repetio 2

N Impactos

0 7 7 0 0 0 0.00 0 2.2 2.2 0

7 15 8 1 1.25 14.2125 1.39 2.2 9.2 7 1 1.42

15 17.8 2.8 1 3.57142857 30.2071429 2.96 9.2 12.4 3.2 3 9.

17.8 22 4.2 3 7.14285714 54.8142857 5.38 12.4 18.5 .1 5 8.19

22 26.4 4.4 5 11.3636364 83.8954545 8.23 18.5 25.9 7.4 5 .75

26.4 31.7 5.3 6 11.3207547 83.6 8.20 25.9 32.4 .5 9.23

31.7 39.1 7.4 6 8.10810811 61.4648649 6.03 32.4 41.5 9.1 .59

!"#$F% &. Frmulas de transformao dos dados de penetr'metro de impactoem fora(unidade de )rea. *n+ ,#-&/!!# &!*$/* / /-/-H&*

&,#$% 19% 1990% iracicaa. Anais...iracicaa+ !ociedade rasileira de/n6enaria 6rcola% 1990. ol. **% p. 823:37.

Prof. Ini.(cm) Prof. Fin.(cm) Prof.(cm) Impactos/dm R (kgf/cm2) R(Pa) Prof. Ini.(cm) Prof. Fin.(cm) Prof.(cm) NImpactos Impd

0.00 1.000

5

10

15

20

25

30

35

40

45

50

Profundidade(cm)


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39.1 50.9 11.8 6 5.08474576 40.6338983 3.99 41.5 52.8 11.3 5 4.42


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0Prof. (cm) .

0 0 PA!"0 1010 2020 30

30 40

40 50

50 0

0 0.1 0.2 0.3 0.4 0.5

0

10

20

30

40

50

0

#$

Profundidade(cm)


4/38

%ensidade ;edidas cilindros mm?olume

cm@

randeiAmetro &ltura

eBueno

iAmetro &

ltura

Prof. (cm) . seco tara %ensidade0 10 0.00

10 20 0.0020 30 0.0030 40 0.00

Prof. (cm) . seco tara

0 10 0.00

10 20 0.00

20 30 0.0030 40 0.00

%ensidade(ci'indro

peueno)


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Mdia * Re

0 0.0

0

2

4

Repetio * 8

10

0 0.00 0 2.7 2.7 0 0 0 0.00 12

15.4428 1.51 2.7 13.3 10. 1 0.94339 12.1 1.19 14

70.19375 .89 13.3 18.8 5.5 1 1.818182 18.12727 1.78 1

2.07541 .09 18.8 24 5.2 1 1.923077 18.85 1.85 18

52.15405 5.12 24 28 4 1 2.5 22.825 2.24 20

9.2 .79 28 32. 4. 1 2.173913 20.5782 2.02 22

51.02857 5.01 32. 3. 4 1 2.5 22.825 2.24 24

Prof. Ini.(cm)

Pro(c

R

(,-f/cm2)

R

(MPa)

Prof. Ini.

(cm)

Prof. Fin.

(cm)

Prof.

(cm)

N

Impactos

Impactos

/dm

R

(,-f/cm2) R (MPa)

0 3.00 4.00 5.00 .00 7.00 8.00 9.00

! &1 &;! &2 &;! &3

Presso (MPa)


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3.0873 3.54 3. 40.2 3. 1 2.777778 24.73889 2.43 2

40.2 43. 3.4 1 2.94117 25.8471 2.54 28

43. 51.4 7.8 2 2.54103 23.27 2.28 30

32

34

3

38

40

42

44

4

48


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0.7 0.8 0.9 1


8/38


9/38

+es

0.0001 0 0 0 0.00

2 1 5 40.05 3.93

2 2 10 74.5 7.31

2 2 10 74.5 7.31

2 1 5 40.05 3.93

2 1 5 40.05 3.93

2 2 10 74.5 7.31

2 3 15 108.95 10.9

2 4 20 143.4 14.07

2 5 25 177.85 17.45

2 4 20 143.4 14.07

2 3 15 108.95 10.9

2 4 20 143.4 14.07

2 3 15 108.95 10.9

Prof.(cm)

NImpactos

Impactos/dm

R(,-f/cm2) R (MPa)

0.00 2.00 4.00 .00 8.00 10.00 12.00 14.00 1.00 18.00

0

5

10

15

20

25

30

35

40

45

50&;! ;Cdia

Presso (MPa)

Profundidade

(cm)


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2 2 10 74.5 7.31

2 2 10 74.5 7.31

2 3 15 108.95 10.9

2 2 10 74.5 7.31

2 2 10 74.5 7.31

2 2 10 74.5 7.31

2 1 5 40.05 3.93

2 1 5 40.05 3.93

2 1 5 40.05 3.93

2 1 5 40.05 3.93

2 1 5 40.05 3.93

2 0.5 2.5 22.825 2.24


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Frmula dos Holandeses para transformao de dados de impacto em presso

Repetio Repetio 2

0 0 0 0 D*(0E 0 0.00 0 0.5 0.5 0 0

0 4.3 4.3 1 2.3255814 21.2325 2.12 0.5 3.5 3 1 3.333

4.3 9. 5.3 1 1.887925 18. 1.82 3.5 7.7 4.2 1 2.380

9. 12.3 2.7 1 3.7037037 31.118519 3.05 7.7 13.4 5.7 2 3.508

12.3 17.3 5 2 4 33.1 3.25 13.4 20.2 .8 3 4.411

17.3 2.3 9 3 3.3333333 28.57 2.80 20.2 2.3 .1 4 .55

2.3 35.2 8.9 3 3.370785 28.824719 2.83 2.3 31.3 5 4 8

!"#$F% &. Frmulas de transformao dos dados de penetr'metro de impactoem fora(unidade de )rea. *n+ ,#-&/!!# &!*$/* / /-/-H&*

&,#$% 19% 1990% iracicaa. Anais...iracicaa+ !ociedade rasileira de/n6enaria 6rcola% 1990. ol. **% p. 823:37.

Prof. Ini.(cm)

Prof. Fin.(cm)

Prof.(cm)

NImpactos

Impactos/dm

R(,-f/cm2)

R(MPa)

Prof. Ini.(cm)

Prof. Fin.(cm)

Prof.(cm)

NImpactos

Impad

Profundidade(cm)


18/38

35.2 44 8.8 3 3.4090909 29.0883 2.85 31.3 3 4.7 12.7

44 50.3 .3 2 3.174032 27.47301 2.70 3 41.5 5.5 5 9.09

41.5 51.5 10 7


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0Prof. (cm) .

0 0 PA!"0 1010 2020 30

30 40

40 50

50 0

0 0.1 0.2 0.3 0.4 0.

0

10

20

30

40

50

0

#$

Profundidade(cm)


20/38

%ensidade ;edidas cilindros mm?olume

cm@

randeiAmetro &ltura

eBueno

iAmetro &

ltura

Prof. (cm) . seco tara %ensidade0 10 0.00

10 20 0.0020 30 0.0030 40 0.00

Prof. (cm) . seco tara

0 10 0.00

10 20 0.00

20 30 0.0030 40 0.00

%ensidade(ci'indro

peueno)


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Mdia * Re

0 0.0

0

2

4

Repetio * 8

10

0 0.00 0 0 0 0 D*(0E 0 0.00 12

28.57 2.80 0 5.7 5.7 1 1.8 17.8772 1.74 14

22.0047 2.1 5.7 11.1 5.4 1 1.9 18.3592 1.80 1

29.77544 2.92 11.1 1.1 5 1 2.0 19.38 1.90 18

35.9970 3.53 1.1 21.2 5.1 2 3.9 32.191 3.20 20

50.78033 4.98 21.2 25.5 4.3 2 4.7 37.451 3.9 22

0.72 5.9 25.5 32.1 . 3 4.5 3.91818 3.2 24

Prof. Ini.(cm)

Pro(c

R

(,-f/cm2)

R

(MPa)

Prof. Ini.

(cm)

Prof. Fin.

(cm)

Prof.

(cm)

N

Impactos

Impactos

/dm

R

(,-f/cm2) R (MPa)

.00 1.00 2.00 3.00 4.00 5.00 .00 7.00 8.00 9.00 10.00

&;! &1 &;! &2 ,olumn &

Presso (MPa)


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93.55745 9.18 32.1 37.1 5 3 .0 4.94 4.0 2

8.233 .9 37.1 44.4 7.3 5 .8 52.79178 5.18 28

53.83 5.28 44.4 50. .2 3 4.8 38.93871 3.82 30

32

34

3

38

40

42

44

4

48


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0.7 0.8 0.9 1


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+es

0.0001 0 0.00

2 D$=/E D$=/E

2 1.8 18.002 1.77

2 1.8 18.002 1.77

2 1.9 18.91 1.83

2 1.9 18.91 1.83

2 1.9 18.91 1.832 2 19.38 1.90

2 2 19.38 1.90

2 2 19.38 1.90

2 3.9 32.471 3.19

2 3.9 32.471 3.19

2 4.7 37.983 3.73

2 4.7 37.983 3.73

Prof.(cm)

Impactos/dm

R(,-f/cm2) R (MPa)

1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00

0

5

10

15

20

25

30

35

40

45

50,olumn

Presso (MPa)

Profundidade(cm)


26/38

2 4.5 3.05 3.59

2 4.5 3.05 3.59

2 4.5 3.05 3.59

2 4.5 3.05 3.59

2 4.94 4.0

2 4.94 4.0

2 .8 52.452 5.15

2 .8 52.452 5.15

2 .8 52.452 5.15

2 .8 52.452 5.15

2 4.8 38.72 3.79

2 4.8 38.72 3.79


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!ias "st#dio $.gemmata%is &. inc%'dens

6-Jun V 10 19

14-Jun V 15 24

22-Jun V 12 19

30-Jun V 13 16

6-Jul R 10 10

14-Jul R 12 11

20-Jul R 7 6

27-Jul R 7 8

3-Aug R 6 6

10-Aug R 10.5 10.5

17-Aug R 4 4

23-Aug R 2 2

30-Aug R

1 26-Sep R 1 1

13-Sep R 0 0

6-

0

2

4

6

8

10

12

14

16

18

20

22

24

26

N)merodeinetos/1*+atidasdepano


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V V V R R R R R R R R R R R un 14-Jun 22-Jun 30-Jun 6-Jul 14-Jul 20-Jul 27-Jul 3-Aug 10-

Aug17-Aug

23-Aug

30-Aug

6-Sep 13-Sep

A.

ali

!atas das co%etas/est#dios de desen(o%(imento


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emmat


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!ias "st#dio

6-Jun V 10 19

14-Jun V 15 24

22-Jun V 12 19

30-Jun V 13 16

6-Jul R 10 10

14-Jul R 12 11

20-Jul R 7 6

27-Jul R 7 83-Aug R 6 6

10-Aug R 10.5 10.5

17-Aug R 4 4

23-Aug R 2 2

30-Aug R 1 2

6-Sep R 1 1

13-Sep R 0 0

$.gemmata%is

&.inc%'dens


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!ias "st#dio $.gemmata%is

6-Jun V 8 12

14-Jun V 12 18

22-Jun V 12 15

29-Jun V 12 15

6-Jul R 11 12

13-Jul R 12 620-Jul R 5 4

27-Jul R 4 3

3-Aug R 3 3

10-Aug R 2 2

16-Aug R 2 3

23-Aug R 1 2

&.inc%'dens

V V V V R R R R R R 6-Jun 14-Jun 22-Jun 29-Jun 6-Jul 13-Jul 20-Jul 27-Jul 3-Aug 10-Aug

0

2

4

6

8

10

12

14

16

18

20

!atas das co%etas/es t#dios de desen(o%(imento

N)merosdeinsetos/1*+atidasde

pano


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R R16-Aug 23-Aug

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