cartas de newmark mecanica de suelos

7/24/2019 Cartas de Newmark mecanica de suelos

1/22

Mecnica de suelos

Luis Enrique Mora Soto Grupo: 1

esfuerzo/w r/z z r esfuerzo/w r/z z

0.1 0.269751706 0.5 0.134875853 0.1 0.269751706 3

0.2 0.400496203 0.5 0.200248101 0.2 0.400496203 3

0.3 0.518106445 0.5 0.259053222 0.3 0.518106445 3

0.4 0.636962408 0.5 0.318481204 0.4 0.636962408 3

0.5 0.766420937 0.5 0.383210468 0.5 0.766420937 3

0.6 0.9176141615 0.5 0.458807081 0.6 0.9176141615 3

0.7 1.10970409 0.5 0.554852045 0.7 1.10970409 3

0.8 1.387089665 0.5 0.693544832 0.8 1.387089665 3

0.9 1.908294745 0.5 0.954147372 0.9 1.908294745 3


0.1 0.269751706 1 0.269751706 0.1 0.269751706 3.5

0.2 0.400496203 1 0.400496203 0.2 0.400496203 3.5

0.3 0.518106445 1 0.518106445 0.3 0.518106445 3.5

0.4 0.636962408 1 0.636962408 0.4 0.636962408 3.5

0.5 0.766420937 1 0.766420937 0.5 0.766420937 3.5

0.6 0.9176141615 1 0.9176141615 0.6 0.9176141615 3.5

0.7 1.10970409 1 1.10970409 0.7 1.10970409 3.5

0.8 1.387089665 1 1.387089665 0.8 1.387089665 3.5

0.9 1.908294745 1 1.908294745 0.9 1.908294745 3.5


2/22

Mecnica de suelos



0.1 0.269751706 1.5 0.404627559 0.1 0.269751706 4

0.2 0.400496203 1.5 0.600744304 0.2 0.400496203 4

0.3 0.518106445 1.5 0.777159667 0.3 0.518106445 4

0.4 0.636962408 1.5 0.955443612 0.4 0.636962408 4

0.5 0.766420937 1.5 1.1496314048 0.5 0.766420937 4

0.6 0.9176141615 1.5 1.376421242 0.6 0.9176141615 4

0.7 1.10970409 1.5 1.664556135 0.7 1.10970409 40.8 1.387089665 1.5 2.080634497 0.8 1.387089665 4

0.9 1.908294745 1.5 2.862442117 0.9 1.908294745 4


0.1 0.269751706 2 0.539503412 0.1 0.269751706 4.5

0.2 0.400496203 2 0.800992405 0.2 0.400496203 4.5

0.3 0.518106445 2 1.03621289 0.3 0.518106445 4.5

0.4 0.636962408 2 1.273924815 0.4 0.636962408 4.5

0.5 0.766420937 2 1.5328418731 0.5 0.766420937 4.5

0.6 0.9176141615 2 1.835228323 0.6 0.9176141615 4.5

0.7 1.10970409 2 2.21940818 0.7 1.10970409 4.5

0.8 1.387089665 2 2.77417933 0.8 1.387089665 4.5

0.9 1.908294745 2 3.81658949 0.9 1.908294745 4.5


3/22

Mecnica de suelos



0.1 0.269751706 2.5 0.674379265 0.1 0.269751706 5

0.2 0.400496203 2.5 1.001240507 0.2 0.400496203 5

0.3 0.518106445 2.5 1.2952661121 0.3 0.518106445 5

0.4 0.636962408 2.5 1.592406019 0.4 0.636962408 5

0.5 0.766420937 2.5 1.9160523414 0.5 0.766420937 5

0.6 0.9176141615 2.5 2.294035404 0.6 0.9176141615 50.7 1.10970409 2.5 2.774260225 0.7 1.10970409 5

0.8 1.387089665 2.5 3.467724162 0.8 1.387089665 5

0.9 1.908294745 2.5 4.770736862 0.9 1.908294745 5


4/22

Mecnica de suelos



5/22

Mecnica de suelos


Z N A N B N C N D N E

0.5 87.8 180 180 180 180

1 85.4 167.64 180 180 180

r 1.5 83.44 150.5 174.44 180 180

0.809255118 2 80.84 135.96 165.26 176.2 180

1.201488608 2.5 78.62 125.04 154.26 169.32 176.64

1.554319335 3 77.3 114.74 142.94 164.6 167.38

1.9108872231 3.5 74.08 106.9 132.98 148.12 158.92

2.29926281 4 71.8 99.72 125.22 140.78 148.76

2.752842484 4.5 68.8 93.26 97.72 129 137.72

3.329112269 5 66.6 87.68 103.308 118.8 126.96

4.1612689945.724884235

r Puno A Puno B Puno C Puno D

0.944130971 878 1800 1800 1800

1.40173671 854 1676.4 1800 1800

1.813372557 834.4 1505 1744.4 1800

2.229368427 808.4 1359.6 1652.6 1762

2.682473278 786.2 1250.4 1542.6 1693.2

3.2116495651 773 1147.4 1429.4 1646

3.883964314 740.8 1069 1329.8 1481.2

4.854813827 718 997.2 1252.2 1407.8

6.679031607 688 932.6 977.2 1290

666 876.8 1033.08 1188

Esfuerzo o!" 7746.8 12614.4 14561.28 15868.2


6/22

Mecnica de suelos


Puno A Z Grfca de esuerzo en

r 878 0.5

1.079006824 854 1

1.6019848109 834.4 1.5

2.072425779 808.4 2

2.547849631 786.2 2.5

3.065683746 773 3

3.670456646 740.8 3.5

4.438816359 718 45.548358659 688 4.5

7.63317898 666 5

r

1.213882677

1.802232912

2.331479002

2.866330835

3.448894214

4.129263727

4.993668404

6.241903492

8.587326352


7/22

Mecnica de suelos


Puno B Z Grfca de esuerzo en

r 1800 0.5

1.34875853 1676.4 1

2.002481014 1505 1.5

2.590532224 1359.6 2

3.184812039 1250.4 2.5

3.832104683 1147.4 3

4.588070807 1069 3.55.548520449 997.2 4

6.935448324 932.6 4.5

9.541473725 876.8 5


8/22

Mecnica de suelos



9/22

Mecnica de suelos


N #

180

180 Puno C Z Grfca de

180 1800 0.5

180 1800 1

180 1744.4 1.5

170 1652.6 2

162.4 1542.6 2.5

150 1429.4 3

140.04 1329.8 3.5

130 1252.2 4

977.2 4.51033.08 5

Puno E Puno #

1800 1800

1800 1800

1800 1800

1800 1800

1766.4 1800

1673.8 1700

1589.2 1624

1487.6 1500

1377.2 1400.4

1269.6 1300

16363.8 16524.4


10/22

Mecnica de suelos


l punto A Puno D Z Grfca de

1800 0.5

1800 1

1800 1.5

1762 2

1693.2 2.5

1646 3

1481.2 3.5

1407.8 41290 4.5

1188 5


11/22

Mecnica de suelos


l punto B Puno E Z Grfca de

1800 0.5

1800 1

1800 1.5

1800 2

1766.4 2.5

1673.8 3

1589.2 3.51487.6 4

1377.2 4.5

1269.6 5


12/22

Mecnica de suelos



13/22

Mecnica de suelos


esuerzo en el punto C Puno # Z

1800 0.5

1800 1

1800 1.5

1800 2

1800 2.5

1700 3

1624 3.5

1500 4

1400.4 4.51300 5

Chart Title


14/22

Mecnica de suelos


esuerzo en el punto


15/22

Mecnica de suelos


esuerzo en el punto E


16/22

Mecnica de suelos



17/22

Mecnica de suelos


Grfca de esuerzo en el punto !


18/22

Mecnica de suelos



19/22

Mecnica de suelos



20/22

Mecnica de suelos



21/22

cuando z" #$#% &rafca uno cuando z" '$(' &rafca uno

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22/22

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cartas de newmark mecanica de suelos

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