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METODO DE SEED & IDRISS

Prof.(m) N

1.00 2 1.55 0.15

2.00 6 1.60 0.2

3.00 8 1.65 0.14

4.00 15 1.90 0.14

5.00 6 1.75 0.008

6.00 20 1.92 0.2

7.00 25 1.95 0.15

METODO DE IWASAKI & TATSUO

Prof.(m) Ncorr Ov(kg/cm2)

1.00 1.25 1.55 0.16

2.00 3.75 1.60 0.32

3.00 5.33 1.65 0.48

4.00 10.63 1.90 0.67

5.00 4.75 1.75 0.85

6.00 15.83 1.92 1.04

7.00 20.83 1.95 1.23

#REF! #REF! #REF! #REF!

 Y 1(ton/m3)   D50(mm)

 Y 1(ton/m3)

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Niv F"$i% '()*   4.00

A%"%i+ (,i(*   0.30

0.75 1 1 0.5   0.155

0.75 1 1 0.5   0.3150.80 1 1 0.5   0.480

0.85 1 1 0.5   0.670

0.95 1 1 0.5   0.845

0.95 1 1 0.5   1.037

1.00 1 1 0.5   1.232

AR-i-$+$

O-v(kg/cm2) D Rd Ov/O-V

0.16 0.150 0.18 0.99 1.00

0.32 0.200 0.21 0.97 1.00

0.48 0.140 0.26 0.96 1.00

0.67 0.140 0.32 0.94 1.00

0.75 0.008 0.17 0.93 1.13

0.84 0.200 0.32 0.91 1.24

0.93 0.150 0.38 0.90 1.32

#REF! #REF! #REF! #REF! #REF!

#A/UE! #A/UE! #A/UE!

#A/UE! #A/UE! #A/UE!

EL   ES   Ed   EcEr   Ov(kg/cm2)

D50(mm)

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(

!n Ncorr N1 "#$no%

0.155 1.70 1.25   2.13 3

0.315 1.70 3.75   6.38 100.480 1.44 5.33   7.70 4

0.670 1.22 10.63   12.98 4

0.745 1.16 4.75   5.50 75

0.837 1.09 15.83   17.31 10

0.932 1.04 20.83   21.58 3

I+%i

L # O&SERV'!ON

0.30 0.62 /IUA/E

0.29 0.73 /IUA/E

0.29 0.92 /IUA/E

0.28 1.13 NO /IUA/E

0.31 0.53 NO /IUA/E

0.34 0.94 /IUA/E

0.35 1.06 NO /IUA/E

#REF! #REF! E""*504

#A/UE! #A/UE!

#A/UE! #A/UE!

O-v(kg/cm2)

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DE TA/A

Ov/O-V Rd #

0.11   1.00 0.99 0.19 0.57

0.14   1.00 0.98 0.19 0.730.16   1.00 0.97 0.19 0.85

0.13   1.00 0.96 0.19 0.69

0.6   1.13 0.95 0.21 2.86

0.28   1.24 0.94 0.23 1.23

0.6   1.32 0.93 0.24 2.50

ES#ER*O!OR,'N,ERESS,EN,

E

ES#ER*O!OR,'N,END!DO

0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.200.00

2.00

4.00

6.00

8.00

10.00

-(,0.3

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O&SERV'!ON

/IUA/E

/IUA/E/IUA/E

/IUA/E

NO /IUA/E

NO /IUA/E

NO /IUA/E

0.75

0.75

0.8

0.8

0.85

0.85

0.95

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d(") ,v(tn/m2) E%

0.0 0.00 0.00

1.0 2.50 20.00

1.2 5.00

1.8 10.002.0 20.00 40.00

2.5 40.00

3.6 60.00

4.0 80.00 80.00

5.0 100.00 100.00

5.3 120.00

5.1 140.00

4.8 160.00

E%(ton/m2)   2000.00&(m)   1.50

L(m)   5.00

L/&   3.33

(ton/m2)   1.33

f(cm/m)   177.70

  0.25

0.17'%ntm$ntoPro(cm)

0.00.00

20.00

40.00

60.00

80.00

100.00

120.00

140.00

160.00

180.00

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1.0 2.0 3.0 4.0 5.0

"$ Ti$

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6.0

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') // ') /: ')

1.996 5.6 84 36.2 1.890

15.3 53.6 36.2 1.570

16.2 51.1 36.2 1.520

D+-i N$"

'$(3)

D+-i S%

'$(3)

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:"-i+ ;i+%(i+$

KOMORNIF AND DAID I<A=ER>I=A

5.2663625964 50.6211234

0.412439261 0.46224455

0.3205531139 0.26380441

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:"?+i '()

1 3.6 1

2 2.7 1.4

3 1.9 24 1.4 2.5

5 0.9 3

6 0 4

A"

1 1.26

2 1.38

3 0.825

4 0.575

5 0.45

6 0

E,@+-i+ B S %i(+$%i+ C @"-i+ -$$i%

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0 0.5 1 1.5 2 2.5

0

0.5

1

1.5

2

2.53

3.5

4

4.5

E,@+-i+

:"?+i '()

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3 3.5 4