GEOTECNIA 3 20132

Terzagi

ZAPATA Nq NC Nɤq

ɤC

A1 73.90 83.86 113.986 50.79 16.93 0

A2 73.90 83.86 113.986 50.79 16.93 0A3 73.90 83.86 113.986 50.79 16.93 0A4 73.90 83.86 113.986 50.79 16.93 0A5 73.90 83.86 113.986 50.79 16.93 0A6 73.90 83.86 113.986 50.79 16.93 0

B1 73.90 83.86 113.986 50.79 16.93 0B2 73.90 83.86 113.986 50.79 16.93 0B3 73.90 83.86 113.986 50.79 16.93 0B4 73.90 83.86 113.986 50.79 16.93 0B5 73.90 83.86 113.986 50.79 16.93 0B6 73.90 83.86 113.986 50.79 16.93 0

C1 73.90 83.86 113.986 50.79 16.93 0C2 73.90 83.86 113.986 50.79 16.93 0C3 73.90 83.86 113.986 50.79 16.93 0

C4 73.90 83.86 113.986 50.79 16.93 0C5 73.90 83.86 113.986 50.79 16.93 0C6 73.90 83.86 113.986 50.79 16.93 0

D1 73.90 83.86 113.986 50.79 16.93 0D2 73.90 83.86 113.986 50.79 16.93 0D3 73.90 83.86 113.986 50.79 16.93 0D4 73.90 83.86 113.986 50.79 16.93 0D5 73.90 83.86 113.986 50.79 16.93 0D6 73.90 83.86 113.986 50.79 16.93 0

E1 73.90 83.86 113.986 50.79 16.93 0E2 73.90 83.86 113.986 50.79 16.93 0E3 73.90 83.86 113.986 50.79 16.93 0E4 73.90 83.86 113.986 50.79 16.93 0E5 73.90 83.86 113.986 50.79 16.93 0E6 73.90 83.86 113.986 50.79 16.93 0

F1 73.90 83.86 113.99 50.79 16.93 0.00F2 73.90 83.86 113.99 50.79 16.93 0.00

(KN/m2) (KN/m2)

F3 73.90 83.86 113.99 50.79 16.93 0.00F4 73.90 83.86 113.99 50.79 16.93 0.00F5 73.90 83.86 113.99 50.79 16.93 0.00

F6 73.90 83.86 113.99 50.79 16.93 0.00

meyerhof 0

ZAPATA N´q NĆ N´ɤ q ɤ CA1 73.90 83.86 113.986 50.79 16.93 0A2 73.90 83.86 113.986 50.79 16.93 0A3 73.90 83.86 113.986 50.79 16.93 0A4 73.90 83.86 113.986 50.79 16.93 0A5 73.90 83.86 113.986 50.79 16.93 0A6 73.90 83.86 113.986 50.79 16.93 0

B1 73.90 83.86 113.986 50.79 16.93 0B2 73.90 83.86 113.986 50.79 16.93 0B3 73.90 83.86 113.986 50.79 16.93 0B4 73.90 83.86 113.986 50.79 16.93 0B5 73.90 83.86 113.986 50.79 16.93 0B6 73.90 83.86 113.986 50.79 16.93 0

C1 73.90 83.86 113.986 50.79 16.93 0C2 73.90 83.86 113.986 50.79 16.93 0C3 73.90 83.86 113.986 50.79 16.93 0C4 73.90 83.86 113.986 50.79 16.93 0C5 73.90 83.86 113.986 50.79 16.93 0C6 73.90 83.86 113.986 50.79 16.93 0

D1 73.90 83.86 113.986 50.79 16.93 0D2 73.90 83.86 113.986 50.79 16.93 0D3 73.90 83.86 113.986 50.79 16.93 0D4 73.90 83.86 113.986 50.79 16.93 0D5 73.90 83.86 113.986 50.79 16.93 0D6 73.90 83.86 113.986 50.79 16.93 0

E1 73.90 83.86 113.986 50.79 16.93 0E2 73.90 83.86 113.986 50.79 16.93 0E3 73.90 83.86 113.986 50.79 16.93 0E4 73.90 83.86 113.986 50.79 16.93 0

E5 73.90 83.86 113.986 50.79 16.93 0E6 73.90 83.86 113.986 50.79 16.93 0

F1 73.90 83.86 113.99 50.79 16.93 0.00F2 73.90 83.86 113.99 50.79 16.93 0.00F3 73.90 83.86 113.99 50.79 16.93 0.00F4 73.90 83.86 113.99 50.79 16.93 0.00F5 73.90 83.86 113.99 50.79 16.93 0.00F6 73.90 83.86 113.99 50.79 16.93 0.00

ANEXO7

meterfor admisible

ZAPATA

qu

FS

qa

Area(m2)

qn

qa > qnA1 9501.704 3 3167.235 2.560 219.777 O.KA2 9698.223 3 3232.741 5.760 233.622 O.KA3 9698.223 3 3232.741 5.760 213.014 O.KA4 9698.223 3 3232.741 5.760 212.493 O.KA5 9698.223 3 3232.741 5.760 233.750 O.KA6 9501.704 3 3167.235 2.560 222.969 O.K

B1 9616.912 3 3205.637 4.410 244.109 O.KB2 9955.171 3 3318.390 10.240 228.382 O.KB3 9955.171 3 3318.390 10.240 229.453 O.KB4 9955.171 3 3318.390 10.240 222.568 O.KB5 9955.171 3 3318.390 10.240 249.818 O.KB6 9616.912 3 3205.637 4.410 244.109 O.K

C1 9616.912 3 3205.637 4.410 86.365 O.KC2 9955.171 3 3318.390 10.240 207.031 O.KC3 9955.171 3 3318.390 10.240 232.381 O.KC4 9955.171 3 3318.390 10.240 232.316 O.KC5 9955.171 3 3318.390 10.240 207.070 O.KC6 9616.912 3 3205.637 4.410 86.365 O.K

D1 9616.912 3 3205.637 4.410 162.569 O.KD2 9955.171 3 3318.390 10.240 227.932 O.KD3 9955.171 3 3318.390 10.240 229.047 O.KD4 9955.171 3 3318.390 10.240 229.131 O.KD5 9955.171 3 3318.390 10.240 227.988 O.K

(KN/m2) (KN/m2) (KN/m2)

D6 9616.912 3 3205.637 4.410 162.569 O.K

E1 9616.912 3 3205.637 4.410 239.200 O.KE2 9955.171 3 3318.390 10.240 249.518 O.KE3 9955.171 3 3318.390 10.240 226.982 O.KE4 9955.171 3 3318.390 10.240 226.924 O.KE5 9955.171 3 3318.390 10.240 249.521 O.KE6 9616.912 3 3205.637 4.410 239.274 O.K

F1 9501.704 3 3167.235 2.560 219.590 O.KF2 9698.223 3 3232.741 5.760 233.905 O.KF3 9698.223 3 3232.741 5.760 216.651 O.KF4 9698.223 3 3232.741 5.760 216.854 O.KF5 9698.223 3 3232.741 5.760 234.097 O.KF6 9501.704 3 3167.235 2.560 220.391 O.K

ZAPATA αA1 0.90

A2 0.90

A3 0.90

A4 0.90

B1 0.90

B2 0.90

B3 0.90

B4 0.90

C1 0.90

C2 0.90

C3 0.90

C4 0.90

D1 0.90

D2 0.90

D3 0.90

D4 0.90

E1 0.90

E2 0.90

E3 0.90

E4 0.90

Terzagi

Df B L P

(m) (m) (m) KN

3 1.60 1.60 562.63

3 2.40 2.40 1345.663 2.40 2.40 1226.963 2.40 2.40 1223.963 2.40 2.40 1346.43 1.60 1.60 570.8

3 2.10 2.10 1076.523 3.20 3.20 2338.633 3.20 3.20 2349.63 3.20 3.20 2279.13 3.20 3.20 2558.143 2.10 2.10 1076.52

3 2.10 2.10 380.873 3.20 3.20 21203 3.20 3.20 2379.58

3 3.20 3.20 2378.923 3.20 3.20 2120.43 2.10 2.10 380.87

3 2.10 2.10 716.933 3.20 3.20 2334.023 3.20 3.20 2345.443 3.20 3.20 2346.33 3.20 3.20 2334.63 2.10 2.10 716.93

3 2.10 2.10 1054.873 3.20 3.20 2555.063 3.20 3.20 2324.33 3.20 3.20 2323.73 3.20 3.20 2555.13 2.10 2.10 1055.2

3.00 1.60 1.60 562.153.00 2.40 2.40 1347.29

3.00 2.40 2.40 1247.913.00 2.40 2.40 1249.083.00 2.40 2.40 1348.403.00 1.60 1.60 564.20

ANEXO6

Fcs Fqs Fɤs Fcd Fɤd Fqd1.881 1.869 0.600 1.432 1 1.2221.881 1.869 0.600 1.358 1 1.1841.881 1.869 0.600 1.358 1 1.1841.881 1.869 0.600 1.358 1 1.1841.881 1.869 0.600 1.358 1 1.1841.881 1.869 0.600 1.432 1 1.222

1.881 1.869 0.600 1.384 1 1.1971.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.384 1 1.197

1.881 1.869 0.600 1.384 1 1.1971.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.384 1 1.197

1.881 1.869 0.600 1.384 1 1.1971.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.384 1 1.197

1.881 1.869 0.600 1.384 1 1.1971.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.301 1 1.155

1.881 1.869 0.600 1.301 1 1.1551.881 1.869 0.600 1.384 1 1.197

1.881 1.869 0.600 1.432 1 1.2221.881 1.869 0.600 1.358 1 1.1841.881 1.869 0.600 1.358 1 1.1841.881 1.869 0.600 1.358 1 1.1841.881 1.869 0.600 1.358 1 1.1841.881 1.869 0.600 1.432 1 1.222

ANEXO8O.K

X

ZAPATA

B L

(m) (m)A1 1.60 1.60

A2 2.40 2.40

A3 2.40 2.40

A4 2.40 2.40

A5 2.40 2.40

A6 1.60 1.60

B1 2.10 2.10

B2 3.20 3.20

B3 3.20 3.20

B4 3.20 3.20

B5 3.20 3.20

B6 2.10 2.10

C1 2.10 2.10

C2 3.20 3.20

C3 3.20 3.20

C4 3.20 3.20

C5 3.20 3.20

C6 2.10 2.10

D1 2.10 2.10

D2 3.20 3.20

D3 3.20 3.20

D4 3.20 3.20

D5 3.20 3.20

D6 2.10 2.10

E1 2.10 2.10

E2 3.20 3.20

E3 3.20 3.20

E4 3.20 3.20

E5 3.20 3.20

E6 2.10 2.10

F1 1.60 1.60

F2 2.40 2.40

F3 2.40 2.40

F4 2.40 2.40

F5 2.40 2.40

F6 1.60 1.60

E(KPa) μ δe δ(mm)δ(mm)< δ(Reg)

18000 0.30 0.012 12.302 150.00 O.K18000 0.30 0.020 19.965 150.00 O.K18000 0.30 0.018 17.715 150.00 O.K

δ(Reglamento) Total

18000 0.30 0.018 17.658 150.00 O.K

18000 0.30 0.018 18.472 150.00 O.K18000 0.30 0.026 25.857 150.00 O.K18000 0.30 0.026 26.013 150.00 O.K18000 0.30 0.025 25.011 150.00 O.K

18000 0.30 0.003 3.399 150.00 O.K18000 0.30 0.023 22.749 150.00 O.K18000 0.30 0.026 26.440 150.00 O.K18000 0.30 0.026 26.430 150.00 O.K

18000 0.30 0.011 10.680 150.00 O.K18000 0.30 0.026 25.792 150.00 O.K18000 0.30 0.026 25.954 150.00 O.K18000 0.30 0.026 25.966 150.00 O.K

18000 0.30 0.018 18.003 150.00 O.K18000 0.30 0.029 28.935 150.00 O.K18000 0.30 0.026 25.654 150.00 O.K18000 0.30 0.026 25.645 150.00 O.K

ANEXO1φ(°) φ(Rad)

41 0.72 73.90 83.86 113.986

41 0.72 73.90 83.86 113.986

41 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.98641 0.72 73.90 83.86 113.986

Nq Nc Nγ

B(m) L(m)1.60 1.60 9501.70389093732.40 2.40 9698.22323781482.40 2.40 9698.22323781482.40 2.40 9698.22323781482.40 2.40 9698.22323781481.60 1.60 9501.7038909373

2.10 2.10 9616.91150264143.20 3.20 9955.1712217413.20 3.20 9955.1712217413.20 3.20 9955.1712217413.20 3.20 9955.1712217412.10 2.10 9616.9115026414

2.10 2.10 9616.91150264143.20 3.20 9955.1712217413.20 3.20 9955.1712217413.20 3.20 9955.1712217413.20 3.20 9955.1712217412.10 2.10 9616.9115026414

2.10 2.10 9616.91150264143.20 3.20 9955.1712217413.20 3.20 9955.1712217413.20 3.20 9955.1712217413.20 3.20 9955.1712217412.10 2.10 9616.9115026414

2.10 2.10 9616.91150264143.20 3.20 9955.1712217413.20 3.20 9955.1712217413.20 3.20 9955.171221741

qu (KN/m2)

3.20 3.20 9955.1712217412.10 2.10 9616.9115026414

1.60 1.60 9501.70389093732.40 2.40 9698.22323781482.40 2.40 9698.22323781482.40 2.40 9698.22323781482.40 2.40 9698.22323781481.60 1.60 9501.7038909373

MX eX

B´=B-2eX (m)(KN.m) (m)15.047 0.02674 1.55

23.9395 0.01779 2.36 δ(mm)< δ(Reg)23.9007 0.01948 2.36 O.K

15.7323 0.01285 2.37 O.K

16.7323 0.01243 2.38

17.7323 0.03107 1.54

3.305 0.00307 2.09 O.K

13.6595 0.00584 3.19 O.K

13.6207 0.00580 3.19 O.K

2.059 0.00090 3.20

3.059 0.00120 3.20

4.059 0.00377 2.09O.K

1.446 0.00380 2.09 O.K

4.9595 0.00234 3.20 O.K

4.9207 0.00207 3.20

1.446 0.00061 3.20 O.K

2.446 0.00115 3.20

3.446 0.00905 2.08O.K

1.189 0.00166 2.10 O.K

6.044 0.00259 3.19

5.654 0.00241 3.20 O.K

0.057 0.00002 3.20

1.057 0.00045 3.20

2.057 0.00287 2.09 O.K

014.143 0.01341 2.07

14.7465 0.00577 3.19

14.7855 0.00636 3.19

15.389 0.00662 3.19

16.389 0.00641 3.19

17.389 0.01648 2.07

15.047 0.02677 1.55

23.9395 0.01777 2.36

23.9007 0.01915 2.36

15.7323 0.01260 2.37

16.7323 0.01241 2.38

17.7323 0.03143 1.54

δ(cod)24

δ°-δ1 (mm)

A1-A2 (mm) 7.663

A1-B1 (mm) 6.169

A2-A1 (mm) 7.663

A2-B2 (mm) 5.892

A2-A3 (mm) 2.250

A3-A2 (mm) 2.250

A3-B3 (mm) 8.299

A3-A4 (mm) 0.057

A4-A3 (mm) 0.057

A4-B4 (mm) 7.353

A4-A5 (mm) 17.658

A5-A4 (mm) 17.66A5-B5 (mm) 0.00

ANEXO2

φ(°) φ(Rad)

0 0 1.00 5.70

5 0.09 1.57 6.49

10 0.17 2.47 8.34

15 0.26 3.94 10.98

20 0.35 6.40 14.8328 0.49 14.72 25.8033 0.58 26.09 38.6434 0.59 29.44 42.1635 0.61 33.30 46.1236 0.63 37.75 50.5937 0.65 42.92 55.6338 0.66 48.93 61.3539 0.68 55.96 67.8740 0.70 64.20 75.3141 0.72 73.90 83.8642 0.73 85.37 93.7143 0.75 99.01 105.1144 0.77 115.31 118.3745 0.79 134.87 133.8746 0.80 158.50 152.1047 0.82 187.21 173.6448 0.84 222.30 199.2649 0.86 265.50 229.9250 0.87 319.06 266.8851 0.89 385.98 311.7552 0.91 470.30 366.6653 0.93 577.50 434.4254 0.94 715.07 518.8055 0.96 893.48 624.9256 0.98 1127.44 759.79

Nq Nc

δ(Reg) mm δ°-δ1 (mm) δ(Reg) mm δ(mm)< δ(cod)24 B1-A1 6.169 24 O.K

24 B1-C1 15.072 24 O.K

B1-B2 7.386 24 O.K

2424 B2-B1 7.386 24 O.K

24 B2-A2 5.892 24 O.K

B2-C2 3.109 24 O.K

24 B2-B3 0.156 24 O.K

2424 B3-B2 0.156 24 O.K

B3-A3 8.299 24 O.K

24 B3-C3 0.426 24 O.K

24 B3-B4 1.002 24 O.K

24B4-B3 1.002 24 O.K

24 B4-A4 7.353 24 O.K

24 B4-C4 1.419 24 O.K

B4-B5 25.011 24 X

14.470 0 0 1

0.070 0.4493 0.0745 0

0.367 1.2242 0.3892 3

1.129 2.65 1.182 φ(°)

2.871 5.39 2.948 1557.07 2811.190 16.72 10.942 1777.62 3126.166 35.19 24.442 2034.39 3231.15 41.06 28.77 2334.32 3337.15 48.03 33.92 2685.92 3444.43 56.31 40.05 3099.60 3553.27 66.19 47.38 3588.26 3664.07 78.02 56.17 4167.86 3777.33 92.25 66.76 4858.35 3893.69 109.41 79.54 5684.79 39

113.99 130.21 95.05 6678.81 40139.32 155.54 113.96 7880.63 41171.14 186.53 137.10 9341.75 42211.41 224.63 165.58 11128.60 43262.74 271.75 200.81 13327.51 44328.73 330.34 244.65 16051.56 45414.33 403.65 299.52 19450.24 46526.45 496.00 368.67 23722.91 47674.92 613.14 456.40 29138.09 48873.86 762.86 568.57 36061.23 49

1143.95 955.77 713.12 44995.22 501516.08 1206.48 901.02 56640.36 512037.29 1535.38 1147.55 71984.35 522781.13 1971.18 1474.263865.77 2554.91 1911.905487.58 3345.96 2505.02

Nγ (Meyerhof) Nγ (Caquot) Nγ (Brinch) γ (KN/m3)

r=Df /B

c (KN/m2)

Df (m)

qu (KN/m2)

δ°-δ1 (mm) δ(Reg) mm δ(mm)< δ(cod)C1-B1 15.072 24 O.K

C1-D1 7.281 24 O.K

C1-C2 19.350 24 O.K

C2-C1 19.350 24 O.K

C2-B2 3.109 24 O.K

C2-D3 3.205 24 O.K

C2-C3 3.691 24 O.K

C3-C2 3.691 24 O.K

C3-B3 0.426 24 O.K

C3-D3 0.485 24 O.K

C3-C4 0.009 24 O.K

C4-C3 0.009 24 O.K

C4-B4 1.419 24 O.K

C4-D4 0.464 24 O.K

C4-C5 26.430 24 X

C5-B5 0.000 24 O.K

C5-D5 0.000 24 O.K

C5-C4 26.430 24 X

ANEXO3

ZAPATA qa qn qa>qn

A1 4988.28089 1662.760296231 219.77734375 OK

A2 5605.80978 1868.603258421 233.6215277778 OK

A3 5605.80978 1868.603258421 213.0138888889 OK

A4 5605.80978 1868.603258421 212.4930555556 OKA5 5605.80978 1868.603258421 233.75 OKA6 4988.28089 1662.760296231 222.96875 OK

B1 5374.23644 1791.4121476 244.1088435374 OKB2 6223.33866 2074.446220612 228.3818359375 OK

B3 6223.33866 2074.446220612 229.453125 OKB4 6223.33866 2074.446220612 222.568359375 OKB5 6223.33866 2074.446220612 249.818359375 OKB6 5374.23644 1791.4121476 244.1088435374 OK

C1 5374.23644 1791.4121476 86.36507936508 OKC2 6223.33866 2074.446220612 207.03125 OKC3 6223.33866 2074.446220612 232.380859375 OKC4 6223.33866 2074.446220612 232.31640625 OKC5 6223.33866 2074.446220612 207.0703125 OK

C6 5374.23644 1791.4121476 86.36507936508 OK

D1 5374.23644 1791.4121476 162.5691609977 OKD2 6223.33866 2074.446220612 227.931640625 OKD3 6223.33866 2074.446220612 229.046875 OKD4 6223.33866 2074.446220612 229.130859375 OKD5 6223.33866 2074.446220612 227.98828125 OKD6 5374.23644 1791.4121476 162.5691609977 OK

E1 5374.23644 1791.4121476 239.1995464853 OKE2 6223.33866 2074.446220612 249.517578125 OKE3 6223.33866 2074.446220612 226.982421875 OKE4 6223.33866 2074.446220612 226.923828125 OKE5 6223.33866 2074.446220612 249.521484375 OKE6 5374.23644 1791.4121476 239.2743764172 OK

F1 4988.28089 1662.760296231 219.58984375 OKF2 5605.80978 1868.603258421 233.9045138889 OKF3 5605.80978 1868.603258421 216.6510416667 OKF4 5605.80978 1868.603258421 216.8541666667 OK

qu (KN/m2)

F5 5605.80978 1868.603258421 234.0972222222 OKF6 4988.28089 1662.760296231 220.390625 OK

δ°-δ1 (mm) δ(Reg) mm δ(mm)< δ(cod)D1-C1 7.281 24 O.K E1-D1 7.322

D1-E1 7.322 24 O.K E1-E2 10.932

D1-D2 15.111 24 O.KE2-E1 10.932

D2-D1 15.111 24 O.K E2-D2 3.143

D2-C2 3.043 24 O.K E2-E3 3.281

D2-E2 3.143 24 O.KD2-D3 0.162 24 O.K E3-E2 3.281

E3-D3 0.301

D3-D2 0.162 24 O.K E3-E5 25.654

D3-C3 0.485 24 O.KD3-E3 0.301 24 O.K E4-E3 0.009

D3-D4 0.012 24 O.K E4-D4 0.321

E4-E5 25.645

D4-D3 0.012 24 O.KD4-C4 0.464 24 O.K E5-E4 25.645

D4-E4 0.321 24 O.K E5-D5 0.000

D4-D5 25.966 24 X

D5-D4 25.966 24 XD5-C5 0.000 24 O.KD5-E5 0.000 24 O.K

MATRIZ DE B INICIALES

DIMENSIONES DE ZAPATAS CUADRADAS (m)

1 2 3 4 5 6

A +m 2.32 2.20 2.20 2.32 +m

B 2.05 3.12 2.97 2.97 3.12 2.05C 2.06 3.12 2.97 2.97 3.12 2.06D 2.05 3.12 2.97 2.97 3.12 2.05E 2.06 3.12 2.97 2.97 3.12 2.06F +m 2.32 2.20 2.20 2.32 +m

1 2 3 4 5 6A 4988.281 4988.28089 4988.28089 4988.2808887 4988.280889 4988.280889B 5374.2364428 6223.33866 6223.33866 6223.3386618 6223.338662 5374.236443C 5374.2364428 6223.33866 6223.33866 6223.3386618 6223.338662 5374.236443D 5374.2364428 6223.33866 6223.33866 6223.3386618 6223.338662 5374.236443E 5374.2364428 6223.33866 6223.33866 6223.3386618 6223.338662 5374.236443F 4988.280888694 4988.28089 4988.28089 4988.2808887 4988.280889 4988.280889

1 2 3 4 5 6A 219.78 233.62 213.01 213.01 233.62 219.78B 244.11 228.38 229.45 229.45 228.38 244.11C 86.37 207.03 232.38 232.38 207.03 86.37D 86.37 207.03 232.38 232.38 207.03 86.37E 244.11 228.38 229.45 229.45 228.38 244.11F 219.78 233.62 213.01 213.01 233.62 219.78

MATRIZ DE EXCENTRICIDADES EN SENTIDO X (m)1 2

A 0.0267 0.0178B 0.0031 0.0058C 0.0038 0.0023D 0.0017 0.0026E 0.0134 0.0058

MATRIZ DE qu (KN/m2)

MATRIZ DE qn (KN/m2)

MATRIZ DE ASENTAMIENTOS ELÁSTICOS (mm)

1 2A 12.30227862 19.96520283B 18.4716155 25.85737131C 3.399198833 22.748726D 10.68049883 25.79182287E

E 18.00253217 28.93473538

δ(Reg) mm δ(mm)< δ(cod)24 O.K24 O.K

24 O.K24 O.K24 O.K

O.K24 O.K24 O.K24 X

O.K24 O.K24 O.K24 X

O.K24 X24 O.K

MATRIZ DE B MODIFICADAS

DIMENSIONES DE ZAPATAS CUADRADAS (m)

1 2 3 4 5 6

A 1.60 2.40 2.40 2.40 2.40 1.6

B 2.10 3.20 3.20 3.20 3.20 2.1C 2.10 3.20 3.20 3.20 3.20 2.1D 2.10 3.20 3.20 3.20 3.20 2.1E 2.10 3.20 3.20 3.20 3.20 2.1F 1.60 2.40 2.40 2.40 2.40 1.6

1 2 3 4 5 6A 1662.7603 1662.7603 1662.7603 1662.7603 1662.7603 1662.7603B 1791.41215 2074.44622 2074.44622 2074.44622 2074.44622 1791.41215C 1791.41215 2074.44622 2074.44622 2074.44622 2074.44622 1791.41215D 1791.41215 2074.44622 2074.44622 2074.44622 2074.44622 1791.41215E 1791.41215 2074.44622 2074.44622 2074.44622 2074.44622 1791.41215F 1662.7603 1662.7603 1662.7603 1662.7603 1662.7603 1662.7603

MATRIZ DE EXCENTRICIDADES EN SENTIDO X (m)3 4 50.0195 0.0129 0.00000.0058 0.0009 0.00000.0021 0.0006 0.00000.0024 0.0000 0.00000.0064 0.0066 0.0064

MATRIZ DE qa (KN/m2)


3 4 517.7148487 17.6579737 0

26.013351 25.0109291 026.4396291 26.4302448 0

25.954201 25.9664291 0

25.6536166 25.6450854 0

VALORES F3

1 2 3 4 5 6

1.875 1.25 1.25 1.25 1.25 1.875

1.42857143 0.9375 0.9375 0.9375 0.9375 1.428571431.42857143 0.9375 0.9375 0.9375 0.9375 1.428571431.42857143 0.9375 0.9375 0.9375 0.9375 1.428571431.42857143 0.9375 0.9375 0.9375 0.9375 1.42857143

1.875 1.25 1.25 1.25 1.25 1.875

Asentamientos elasticos ELASTICO PROBABLE

0.02971013 0.02742121 0.02742121 0.02742121 0.02742121 0.029710130.02821619 0.02559102 0.02559102 0.02559102 0.02559102 0.028216190.02821619 0.02559102 0.02559102 0.02559102 0.02559102 0.028216190.02821619 0.02559102 0.02559102 0.02559102 0.02559102 0.028216190.02821619 0.02559102 0.02559102 0.02559102 0.02559102 0.028216190.02971013 0.02742121 0.02742121 0.02742121 0.02742121 0.02971013

Uo= 0.3 Es 18000 Kn/m2 L/B

1.1221997 1.1221997 1.1221997 1.1221997 1.1221997 1.1221997

1.1221997 1.1221997 1.1221997 1.1221997 1.1221997 1.1221997

1.1221997 1.1221997 1.1221997 1.1221997 1.1221997 1.12219971.1221997 1.1221997 1.1221997 1.1221997 1.1221997 1.12219971.1221997 1.1221997 1.1221997 1.1221997 1.1221997 1.12219971.1221997 1.1221997 1.1221997 1.1221997 1.1221997 1.12219971.1221997 1.1221997 1.1221997 1.1221997 1.1221997 1.1221997

OKERROR

1 ANEXO4

ZAPATA α E(KPa) μ δe δ(mm)

A1 1.12 18000 0.30 0.015 15.310

A2 1.12 18000 0.30 0.025 24.894

A3 1.12 18000 0.30 0.022 22.088

A4 1.12 18000 0.30 0.022 22.018

A5 1.12 18000 0.30 0.025 24.912

A6 1.12 18000 0.30 0.016 15.629

B1 1.12 18000 0.30 0.023 23.032

B2 1.12 18000 0.30 0.032 32.241

B3 1.12 18000 0.30 0.032 32.436

B4 1.12 18000 0.30 0.031 31.186

B5 1.12 18000 0.30 0.036 36.133

B6 1.12 18000 0.30 0.023 23.032

C1 1.12 18000 0.30 0.004 4.238

C2 1.12 18000 0.30 0.028 28.365

C3 1.12 18000 0.30 0.033 32.967

C4 1.12 18000 0.30 0.033 32.956

C5 1.12 18000 0.30 0.028 28.372

C6 1.12 18000 0.30 0.004 4.238

D1 1.12 18000 0.30 0.013 13.317

D2 1.12 18000 0.30 0.032 32.160

D3 1.12 18000 0.30 0.032 32.362

D4 1.12 18000 0.30 0.032 32.377

D5 1.12 18000 0.30 0.032 32.170

D6 1.12 18000 0.30 0.013 13.317

E1 1.12 18000 0.30 0.022 22.447

E2 1.12 18000 0.30 0.036 36.078

E3 1.12 18000 0.30 0.032 31.987

E4 1.12 18000 0.30 0.032 31.977

E5 1.12 18000 0.30 0.036 36.079

E6 1.12 18000 0.30 0.022 22.456

F1 1.12 18000 0.30 0.015 15.323

F2 1.12 18000 0.30 0.025 24.933

F3 1.12 18000 0.30 0.023 22.584

F4 1.12 18000 0.30 0.023 22.611

F5 1.12 18000 0.30 0.025 24.959

F6 1.12 18000 0.30 0.015 15.395

δ(mm)<δ(Reg)δ°-δ1 (mm) δ(Reg) mm

A1-A2 (mm) 9.585 24150.00 OK A1-B1 (mm) 7.723 24150.00 OK

150.00 OK A2-A1 (mm) 9.585 24150.00 OK A2-B2 (mm) 7.347 24150.00 OK A2-A3 (mm) 2.806 24150.00 OK

A3-A2 (mm) 2.806 24150.00 OK A3-B3 (mm) 10.347 24150.00 OK A3-A4 (mm) 0.071 24150.00 OK150.00 OK A4-A3 (mm) 0.071 24150.00 OK A4-B4 (mm) 9.168 24150.00 OK A4-A5 (mm) 2.894 24

150.00 OK A5-A4 (mm) 2.89 24150.00 OK A5-A6(mm) 9.28 24150.00 OK A5-B5 (mm) 11.22 24150.00 OK151.00 OK A6-A5 (mm) 9.28 24152.00 OK A6-B6 (mm) 7.40 24

150.00 OK150.00 OK150.00 OK150.00 OK150.00 OK150.00 OK

δ°-δ1 (mm) δ(Reg) mm150.00 OK C1-B1 18.794 24150.00 OK C1-D1 9.079 24150.00 OK C1-C2 24.127 24150.00 OK150.00 OK C2-C1 24.127 24150.00 OK C2-B2 3.876 24

C2-D2 3.794 24150.00 OK C2-C3 4.602 24150.00 OK

δ(Reglamento) Total

150.00 OK C3-C2 4.602 24150.00 OK C3-B3 0.532 24150.00 OK C3-D3 0.605 24150.00 OK C3-C4 0.012 24

C4-C3 0.012 24C4-B4 1.770 24C4-D4 0.578 24C4-C5 4.583 24

C5-B5 7.761 24C5-D5 3.798 24C5-C4 4.005 24C5-C6 24.134 25

C6-C5 24.134 24

C5-B6 5.340 24

C6-D6 9.079 24

ANEXO5δ°-δ1 (mm) δ(Reg) mm δ(mm)< δ(cod)

OK B1-A1 7.723 24 O.K

OK B1-C1 18.794 24 O.K

B1-B2 9.209 24 O.K

OKOK B2-B1 9.209 24 O.KOK B2-A2 7.347 24 O.K

B2-C2 3.876 24 O.KOK B2-B3 0.194 24 O.KOKOK B3-B2 0.194 24 O.K

B3-A3 10.347 24 O.KOK B3-C3 0.532 24 O.KOK B3-B4 1.250 24 O.KOK

B4-B3 1.250 24 O.KOK B4-A4 9.168 24 O.KOK B4-C4 1.770 24 O.KOK B4-B5 4.947 24 O.K

OK B5-A5 11.221 24 O.KOK B5-B4 4.947 24 O.K

B5-B6 13.101 24 O.K

B5-C5 7.761 24 O.K

B6-B5 13.101 24 O.KB6-A6 7.403 24 O.KB6-C6 18.794 24 O.K

δ(mm)< δ(cod) δ°-δ1 (mm) δ(Reg) mm δ(mm)< δ(cod)O.K D1-C1 9.079 24 O.K E1-D1O.K D1-E1 9.130 24 O.K E1-E2

X D1-D2 18.842 24 O.K E1-F1

X D2-D1 18.842 24 O.K E2-E1O.K D2-C2 3.794 24 O.K E2-D2O.K D2-E2 3.919 24 O.K E2-E3O.K D2-D3 0.202 24 O.K E2-F2

O.K D3-D2 0.202 24 O.K E3-E2O.K D3-C3 0.605 24 O.K E3-D3O.K D3-E3 0.375 24 O.K E3-E4O.K D3-D4 0.015 24 O.K E3-F3

O.K D4-D3 0.015 24 O.K E4-E3O.K D4-C4 0.578 24 O.K E4-D4O.K D4-E4 0.401 24 O.K E4-E5O.K D4-D5 0.207 24 O.K E4-F4

O.K D5-D4 0.207 24 O.K E5-E4O.K D5-C5 3.798 24 O.K E5-D5O.K D5-E5 3.909 24 O.K E5-F5

X D5-D6 9.714 24 O.K E5-E6

X D6-D5 9.714 24 O.K E6-E5O.K D6-C6 9.079 24 O.K E6-D6O.K D6-E6 9.139 24 O.K E6-F6

δ(Reg) mm δ(mm)< δ(cod) δ(Reg) mm δ(mm)< δ(cod)9.130 24 O.K F1-E1 7.125 24 O.K

13.631 24 O.K F1-F2 9.610 24 O.K7.125 24

13.631 24 O.K F2-F1 9.610 24 O.K3.919 24 O.K F2-E2 11.145 24 O.K4.091 24 O.K F2-F3 2.349 24 O.K

11.145 24 O.K

4.091 24 O.K F3-F2 2.349 24 O.K0.375 24 O.K F3-E3 9.404 24 O.K0.011 24 O.K F3-F4 0.000 24 O.K9.404 24 O.K

0.011 24 O.K F4-F3 0.000 24 O.K0.401 24 O.K F4-E4 9.365 24 O.K4.103 24 O.K F4-F5 2.348 24 O.K9.365 24 O.K

4.103 24 O.K F5-F4 2.348 24 O.K

3.909 24 O.K F5-E5 11.120 24 O.K11.120 24 O.K F5-F6 9.564 24 O.K13.623 24 O.K

13.623 24 O.K F6-F5 9.564 24 O.K9.139 24 O.K F6-E6 0.007 24 O.K0.007 24 O.K

δ(mm)< δ(cod)

ANALISIS Y ESTUDIO GEOTECNICO DE LA CIMENTACION DE UNA BODEGA METODO DE TERZAGHI

ANEXO 2. Tabla 1.ZAPATA Nq NC Nɤ q ɤ C Df B L P

(KN/m2) (KN/m3) (KN/m2) (m) (m) (m) KNA1 73.90 83.86 113.99 50.79 16.93 0.00 3.00 1.60 1.60 #NAME?A2 73.90 83.86 113.99 50.79 16.93 0.00 3.00 2.40 2.40 562.63A3 73.90 83.86 113.99 50.79 16.93 0.00 3.00 2.40 2.40 1345.66A4 73.90 83.86 113.99 50.79 16.93 0.00 3.00 2.40 2.40 1226.96

B1 73.90 83.86 113.99 50.79 16.93 0.00 3.00 2.10 2.10 1076.52B2 73.90 83.86 113.99 50.79 16.93 0.00 3.00 3.20 3.20 2338.63B3 73.90 83.86 113.99 50.79 16.93 0.00 3.00 3.20 3.20 2349.60B4 73.90 83.86 113.99 50.79 16.93 0.00 3.00 3.20 3.20 2279.10

C1 73.90 83.86 113.99 50.79 16.93 0.00 3.00 2.10 2.10 380.87C2 73.90 83.86 113.99 50.79 16.93 0.00 3.00 3.20 3.20 2120.00C3 73.90 83.86 113.99 50.79 16.93 0.00 3.00 3.20 3.20 2379.58C4 73.90 83.86 113.99 50.79 16.93 0.00 3.00 3.20 3.20 2378.92

D1 73.90 83.86 113.99 50.79 16.93 0.00 3.00 2.10 2.10 716.93D2 73.90 83.86 113.99 50.79 16.93 0.00 3.00 3.20 3.20 2334.02D3 73.90 83.86 113.99 50.79 16.93 0.00 3.00 3.20 3.20 2345.44D4 73.90 83.86 113.99 50.79 16.93 0.00 3.00 3.20 3.20 2346.30

E1 73.90 83.86 113.99 50.79 16.93 0.00 3.00 2.10 2.10 1054.87E2 73.90 83.86 113.99 50.79 16.93 0.00 3.00 3.20 3.20 2555.06E3 73.90 83.86 113.99 50.79 16.93 0.00 3.00 3.20 3.20 2324.30E4 73.90 83.86 113.99 50.79 16.93 0.00 3.00 3.20 3.20 2323.70

ANALISIS Y ESTUDIO GEOTECNICO DE LA CIMENTACION DE UNA BODEGA CÁLCULO DE EXCENTRICIDADES

ANEXO 2. Tabla 2. ZAPATA B L MX eX

(m) (m) (KN.m) (m)A1 1.60 1.60 15.05 0.02674A2 2.40 2.40 23.94 0.01779A3 2.40 2.40 23.90 0.01948A4 2.40 2.40 15.73 0.01285

B1 2.10 2.10 3.31 0.00307B2 3.20 3.20 13.66 0.00584B3 3.20 3.20 13.62 0.00580B4 3.20 3.20 2.06 0.00090

C1 2.10 2.10 1.45 0.00380C2 3.20 3.20 4.96 0.00234C3 3.20 3.20 4.92 0.00207C4 3.20 3.20 1.45 0.00061

D1 2.10 2.10 1.19 0.00166D2 3.20 3.20 6.04 0.00259D3 3.20 3.20 5.65 0.00241D4 3.20 3.20 0.06 0.00002

E1 2.10 2.10 14.14 0.01341E2 3.20 3.20 14.75 0.00577E3 3.20 3.20 14.79 0.00636E4 3.20 3.20 15.39 0.00662

ANALISIS Y ESTUDIO GEOTECNICO DE LA CIMENTACION DE UNA BODEGA

B´=B-2eX (m)

1.552.362.362.37

2.093.193.193.20

2.093.203.203.20

2.103.193.203.20

2.073.193.193.19

ANALISIS Y ESTUDIO GEOTECNICO DE LA CIMENTACION DE UNA BODEGA CÁLCULO DE qu POR MÉTODO DE MEYERHOF

ANEXO 2. Tabla 3. ZAPATA N´q NĆ N´ɤ q ɤ C Fcs Fqs Fɤs Fcd Fɤd Fqd B(m) L(m) qu (KN/m2)

A1 73.90 83.86 113.99 50.79 16.93 0.00 1.88 1.87 0.60 1.43 1 1.22 1.60 1.60 9501.70A2 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.36 1 1.18 2.40 2.40 9698.22A3 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.36 1 1.18 2.40 2.40 9698.22A4 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.36 1 1.18 2.40 2.40 9698.22A5 0.00 0.00 0.00 0.00 0.00 13.734 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00B1 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.38 1 1.20 2.10 2.10 9616.91B2 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.30 1 1.15 3.20 3.20 9955.17B3 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.30 1 1.15 3.20 3.20 9955.17B4 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.30 1 1.15 3.20 3.20 9955.17B5 0.00 0.00 0.00 0.00 0.00 13.734 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00C1 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.38 1 1.20 2.10 2.10 9616.91C2 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.30 1 1.15 3.20 3.20 9955.17C3 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.30 1 1.15 3.20 3.20 9955.17C4 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.30 1 1.15 3.20 3.20 9955.17C5 0.00 0.00 0.00 0.00 0.00 13.734 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00D1 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.38 1 1.20 2.10 2.10 9616.91D2 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.30 1 1.15 3.20 3.20 9955.17D3 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.30 1 1.15 3.20 3.20 9955.17D4 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.30 1 1.15 3.20 3.20 9955.17D5 0.00 0.00 0.00 0.00 0.00 13.734 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00E1 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.38 1 1.20 2.10 2.10 9616.91E2 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.30 1 1.15 3.20 3.20 9955.17E3 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.30 1 1.15 3.20 3.20 9955.17E4 73.90 83.86 113.99 50.79 16.93 13.734 1.88 1.87 0.60 1.30 1 1.15 3.20 3.20 9955.17E5 0.00 0.00 0.00 0.00 0.00 13.734 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00

ANALISIS Y ESTUDIO GEOTECNICO DE LA CIMENTACION DE UNA BODEGA CHEQUEO DE CAPACIDAD PORTANTE

ANEXO 2. Tabla 4. ZAPATA qu FS qa Area(m2) qn qa > qn

0 (KN/m2) 0 (KN/m2) 0 (KN/m2) 0A1 9501.70 3.00 3167.23 2.56 219.78 O.KA2 9698.22 3.00 3232.74 5.76 233.62 O.KA3 9698.22 3.00 3232.74 5.76 213.01 O.KA4 9698.22 3.00 3232.74 5.76 212.49 O.K

B1 9616.91 3.00 3205.64 4.41 244.11 O.KB2 9955.17 3.00 3318.39 10.24 228.38 O.KB3 9955.17 3.00 3318.39 10.24 229.45 O.KB4 9955.17 3.00 3318.39 10.24 222.57 O.K

C1 9616.91 3.00 3205.64 4.41 86.37 O.KC2 9955.17 3.00 3318.39 10.24 207.03 O.KC3 9955.17 3.00 3318.39 10.24 232.38 O.KC4 9955.17 3.00 3318.39 10.24 232.32 O.K

D1 9616.91 3.00 3205.64 4.41 162.57 O.KD2 9955.17 3.00 3318.39 10.24 227.93 O.KD3 9955.17 3.00 3318.39 10.24 229.05 O.KD4 9955.17 3.00 3318.39 10.24 229.13 O.K

E1 9616.91 3.00 3205.64 4.41 239.20 O.KE2 9955.17 3.00 3318.39 10.24 249.52 O.KE3 9955.17 3.00 3318.39 10.24 226.98 O.KE4 9955.17 3.00 3318.39 10.24 226.92 O.K

ANALISIS Y ESTUDIO GEOTECNICO DE LA CIMENTACION DE UNA BODEGA CÁLCULO DE LOS ASENTAMIENTOS

ANEXO 2. Tabla 5. ZAPATA α E(KPa) μ δe δ(mm) δ(Reglamento) Total δ(mm)<

δ(Reg)A1 0.90 18000 0.30 0.01230 12.30 150.00 O.KA2 0.90 18000 0.30 0.01997 19.97 150.00 O.KA3 0.90 18000 0.30 0.01771 17.71 150.00 O.KA4 0.90 18000 0.30 0.01766 17.66 150.00 O.K0 0.00 0 0.00 0.00000 0.00 0.00 0

B1 0.90 18000 0.30 0.01847 18.47 150.00 O.KB2 0.90 18000 0.30 0.02586 25.86 150.00 O.KB3 0.90 18000 0.30 0.02601 26.01 150.00 O.KB4 0.90 18000 0.30 0.02501 25.01 150.00 O.K0 0.00 0 0.00 0.00000 0.00 0.00 0

C1 0.90 18000 0.30 0.00340 3.40 150.00 O.KC2 0.90 18000 0.30 0.02275 22.75 150.00 O.KC3 0.90 18000 0.30 0.02644 26.44 150.00 O.KC4 0.90 18000 0.30 0.02643 26.43 150.00 O.K0 0.00 0 0.00 0.00000 0.00 0.00 0

D1 0.90 18000 0.30 0.01068 10.68 150.00 O.KD2 0.90 18000 0.30 0.02579 25.79 150.00 O.KD3 0.90 18000 0.30 0.02595 25.95 150.00 O.KD4 0.90 18000 0.30 0.02597 25.97 150.00 O.K0 0.00 0 0.00 0.00000 0.00 0.00 0

E1 0.90 18000 0.30 0.01800 18.00 150.00 O.KE2 0.90 18000 0.30 0.02893 28.93 150.00 O.KE3 0.90 18000 0.30 0.02565 25.65 150.00 O.KE4 0.90 18000 0.30 0.02565 25.65 150.00 O.K0 0.00 0 0.00 0.00000 0.00 0.00 0

ANALISIS Y ESTUDIO GEOTECNICO DE LA CIMENTACION DE UNA BODEGAAsentamientos diferenciales

Anexo 2. Tabla 6.δ°-δ1 (mm) δ(Reg) mm δ(mm)< δ(Reg) δ°-δ1 (mm) δ(Reg) mm δ(mm)< δ(cod)

A1-A2 (mm) 11.319 24 O.K B1-A1 12.913 24 O.K

A1-B1 (mm) 12.913 24 O.K B1-C1 4.461 24 O.K

B1-B2 17.598 24 O.K

A2-A1 (mm) 11.319 24 O.K

A2-B2 (mm) 19.192 24 O.K B2-B1 17.598 24 O.K

A2-A3 (mm) 2.870 24 O.K B2-A2 19.192 24 O.K

B2-C2 5.277 24 O.K

A3-A2 (mm) 2.870 24 O.K B2-B3 4.551 24 O.K

A3-B3 (mm) 17.511 24 O.K

A3-A4 (mm) 2.858 24 O.K B3-B2 4.551 24 O.K

B3-A3 17.511 24 O.K

A4-A3 (mm) 2.858 24 O.K B3-C3 3.309 24 O.K

A4-B4 (mm) 20.725 24 O.K B3-B4 6.072 24 O.K

A4-A5 (mm) 11.297 24 O.K

B4-B3 6.072 24 O.K

A5-A4 (mm) 11.30 24 O.K B4-A4 20.725 24 O.K

A5-B5 (mm) 12.74 24 O.K B4-C4 0.074 24 O.K

B4-B5 19.280 24 O.K


Anexo 2. Tabla 7.δ°-δ1 (mm) δ(Reg) mm δ(mm)< δ(cod) δ°-δ1 (mm) δ(Reg) mm δ(mm)< δ(cod)

C1-B1 4.461 24 O.K D1-C1 1.218 24 O.KC1-D1 1.218 24 O.K D1-E1 6.968 24 O.KC1-C2 16.782 24 O.K D1-D2 15.935 24 O.K

C2-C1 16.782 24 O.K D2-D1 15.935 24 O.KC2-B2 5.277 24 O.K D2-C2 2.066 24 O.KC2-D3 2.478 24 O.K D2-E2 11.498 24 O.KC2-C3 4.035 24 O.K D2-D3 4.544 24 O.K



C5-B5 1.123 24 O.K D5-D4 17.291 24 O.KC5-D5 1.023 24 O.K D5-C5 1.023 24 O.KC5-C4 18.083 24 O.K D5-E5 12.848 24 O.K


Anexo 2. Tabla 8.δ(Reg) mm δ(mm)< δ(cod)

E1-D1 6.968 24 O.K

E1-E2 11.405 24 O.K

E2-E1 11.405 24 O.K

E2-D2 11.498 24 O.K

E2-E3 3.308 24 O.KO.K

E3-E2 3.308 24 O.K

E3-D3 19.350 24 O.K

E3-E5 8.358 24 O.KO.K

E4-E3 2.964 24 O.K

E4-D4 18.816 24 O.K

E4-E5 11.322 24 O.KO.K

E5-E4 11.322 24 O.K

E5-D5 12.848 24 O.K

ZAPATA Nq NC Nɤq

ɤC

A1 14.35 25.36 10.766 68.58 22.86 13.734A2 14.35 25.36 10.766 68.58 22.86 13.734A3 14.35 25.36 10.766 68.58 22.86 13.734A4 14.35 25.36 10.766 68.58 22.86 13.734

B1 14.35 25.36 10.766 68.58 22.86 13.734B2 14.35 25.36 10.766 68.58 22.86 13.734B3 14.35 25.36 10.766 68.58 22.86 13.734B4 14.35 25.36 10.766 68.58 22.86 13.734

C1 14.35 25.36 10.766 68.58 22.86 13.734C2 14.35 25.36 10.766 68.58 22.86 13.734C3 14.35 25.36 10.766 68.58 22.86 13.734C4 14.35 25.36 10.766 68.58 22.86 13.734

D1 14.35 25.36 10.766 68.58 22.86 13.734D2 14.35 25.36 10.766 68.58 22.86 13.734D3 14.35 25.36 10.766 68.58 22.86 13.734D4 14.35 25.36 10.766 68.58 22.86 13.734

E1 14.35 25.36 10.766 68.58 22.86 13.734E2 14.35 25.36 10.766 68.58 22.86 13.734E3 14.35 25.36 10.766 68.58 22.86 13.734E4 14.35 25.36 10.766 68.58 22.86 13.734

ZAPATA N´q NĆ N´ɤ q ɤ C

A1 14.35 25.36 10.766 68.58 22.86 13.734A2 14.35 25.36 10.766 68.58 22.86 13.734A3 14.35 25.36 10.766 68.58 22.86 13.734A4 14.35 25.36 10.766 68.58 22.86 13.734

B1 14.35 25.36 10.766 68.58 22.86 13.734B2 14.35 25.36 10.766 68.58 22.86 13.734B3 14.35 25.36 10.766 68.58 22.86 13.734B4 14.35 25.36 10.766 68.58 22.86 13.734

(KN/m2) (KN/m2)

C1 14.35 25.36 10.766 68.58 22.86 13.734C2 14.35 25.36 10.766 68.58 22.86 13.734C3 14.35 25.36 10.766 68.58 22.86 13.734C4 14.35 25.36 10.766 68.58 22.86 13.734

D1 14.35 25.36 10.766 68.58 22.86 13.734D2 14.35 25.36 10.766 68.58 22.86 13.734D3 14.35 25.36 10.766 68.58 22.86 13.734

D4 14.35 25.36 10.766 68.58 22.86 13.734

E1 14.35 25.36 10.766 68.58 22.86 13.734E2 14.35 25.36 10.766 68.58 22.86 13.734E3 14.35 25.36 10.766 68.58 22.86 13.734E4 14.35 25.36 10.766 68.58 22.86 13.734

meterfor admisible

ZAPATA

qu

FS

qa

Area(m2)

qn

qa > qnA1 2895.308 3 965.103 2.392 166.518 O.KA2 2827.482 3 942.494 5.590 88.817 O.KA3 2827.698 3 942.566 5.575 89.071 O.KA4 2826.854 3 942.285 5.637 70.648 O.KA5B1 2846.418 3 948.806 4.384 157.660 O.KB2 2788.984 3 929.661 10.165 146.154 O.KB3 2788.981 3 929.660 10.166 146.146 O.KB4 2788.680 3 929.560 10.228 67.578 O.KB5C1 2846.528 3 948.843 4.378 152.205 O.KC2 2788.768 3 929.589 10.210 157.738 O.KC3 2788.751 3 929.584 10.214 157.685 O.KC4 2788.661 3 929.554 10.232 65.126 O.KC5D1 2846.203 3 948.734 4.396 152.304 O.KD2 2788.783 3 929.594 10.207 158.306 O.KD3 2788.772 3 929.591 10.209 158.271 O.KD4 2788.626 3 929.542 10.240 65.387 O.KD5E1 2848.004 3 949.335 4.298 80.119 O.KE2 2788.979 3 929.660 10.166 36.509 O.KE3 2789.016 3 929.672 10.159 36.536 O.KE4 2789.032 3 929.677 10.155 33.909 O.K

(KN/m2) (KN/m2) (KN/m2)

E5

Df B L P

(m) (m) (m) KN

3 1.55 1.55 398.263 2.36 2.36 496.533 2.36 2.36 496.533 2.37 2.37 398.26

3 2.09 2.09 691.223 3.19 3.19 1485.713 3.19 3.19 1485.713 3.20 3.20 691.22

3 2.09 2.09 666.383 3.20 3.20 1610.523 3.20 3.20 1610.523 3.20 3.20 666.38

3 2.10 2.10 669.543 3.19 3.19 1615.813 3.20 3.20 1615.813 3.20 3.20 669.54

3 2.07 2.07 344.363 3.19 3.19 371.163 3.19 3.19 371.163 3.19 3.19 344.36

Fcs Fqs Fɤs Fcd Fɤd Fqd1.566 1.527 0.600 1.438 1 1.3291.566 1.527 0.600 1.361 1 1.2711.566 1.527 0.600 1.362 1 1.2721.566 1.527 0.600 1.361 1 1.271

#DIV/0!1.566 1.527 0.600 1.385 1 1.2891.566 1.527 0.600 1.302 1 1.2271.566 1.527 0.600 1.302 1 1.2271.566 1.527 0.600 1.301 1 1.226

#DIV/0!1.566 1.527 0.600 1.385 1 1.2891.566 1.527 0.600 1.302 1 1.2261.566 1.527 0.600 1.302 1 1.2261.566 1.527 0.600 1.301 1 1.226

#DIV/0!1.566 1.527 0.600 1.384 1 1.2891.566 1.527 0.600 1.302 1 1.2261.566 1.527 0.600 1.302 1 1.2261.566 1.527 0.600 1.301 1 1.226

#DIV/0!1.566 1.527 0.600 1.386 1 1.2901.566 1.527 0.600 1.302 1 1.2271.566 1.527 0.600 1.302 1 1.2271.566 1.527 0.600 1.302 1 1.227

#DIV/0!

O.K

X

φ(°) φ(Rad) Nγ

27.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.547127.77 0.48 14.35 25.36 10.766 10.5471

5.23 0.361.905169352525

B(m) L(m)1.55 1.55 2895.30818810472.36 2.36 2827.48219104432.36 2.36 2827.69813976912.37 2.37 2826.8541106746

2.09 2.09 2846.41764934043.19 3.19 2788.98371514763.19 3.19 2788.98100309383.20 3.20 2788.6795648772

Nq Nc Nγ (Meyerhof)

qu (KN/m2)

2.09 2.09 2846.52847855773.20 3.20 2788.76767217013.20 3.20 2788.75099149863.20 3.20 2788.661463844

2.10 2.10 2846.20258539343.19 3.19 2788.78304934193.20 3.20 2788.77205127573.20 3.20 2788.6257647001

2.07 2.07 2848.00397672553.19 3.19 2788.97942117513.19 3.19 2789.01597398783.19 3.19 2789.0321876408

MATRIZ DE B INICIALESDIMENSIONES DE ZAPATAS CUADRADAS (m)

1 2A 1.55 2.36B 2.09 3.19C 2.09 3.20D 2.10 3.19E 2.07 3.19

MATRIZ DE B MODIFICADASDIMENSIONES DE ZAPATAS CUADRADAS (m)

1 2A 1.50 2.40B 2.10 3.20C 2.10 3.20D 2.10 3.20E 2.10 3.20

MATRIZ DE EXCENTRICIDADES EN SENTIDO X (m)1 2

A 0.0000 0.0000B 0.0000 0.0000C 0.0000 0.0000D 0.0000 0.0000E 0.0000 0.0000

1 2A 2895.30819 2827.48219B 2846.41765 2788.98372C 2846.52848 2788.76767D 2846.20259 2788.78305E 2848.00398 2788.97942


1 2A 965.102729 942.494064B 948.805883 929.661238C 948.842826 929.589224D 948.734195 929.59435E 949.334659 929.659807

1 2A 166.52 88.82B 157.66 146.15C 152.21 157.74D 152.30 158.31E 80.12 36.51


1 2A 0 0B 0 0C 0 0D 0 0E 0 0



MATRIZ DE B INICIALESDIMENSIONES DE ZAPATAS CUADRADAS (m)

3 4 52.36 2.37 0.003.19 3.20 0.003.20 3.20 0.003.20 3.20 0.003.19 3.19 0.00

MATRIZ DE B MODIFICADASDIMENSIONES DE ZAPATAS CUADRADAS (m)

3 4 52.40 2.40 0.003.20 3.20 0.003.20 3.20 0.003.20 3.20 0.003.20 3.20 0.00

MATRIZ DE EXCENTRICIDADES EN SENTIDO X (m)3 4 50.0000 0.0000 0.00000.0000 0.0000 0.00000.0000 0.0000 0.00000.0000 0.0000 0.00000.0000 0.0000 0.0000

3 4 52827.69814 2826.854110675 0

2788.981 2788.679564877 02788.75099 2788.661463844 02788.77205 2788.6257647 02789.01597 2789.032187641 0


3 4 5942.566047 942.2847035582 0929.660334 929.5598549591 0929.583664 929.5538212813 0929.590684 929.5419215667 0929.671991 929.6773958803 0

3 4 589.07 70.65 0.00

146.15 67.58 0.00157.68 65.13 0.00158.27 65.39 0.00

36.54 33.91 0.00


3 4 50 0 00 0 00 0 00 0 00 0 0



p=21.59x3+21.59x2

x p-10 -291

-9 1513.08-8 2577.28-7 3031.14-6 3004.2-5 2626-4 2026.08-3 1333.98-2 679.24-1 191.40 01 234.582 1024.683 2499.844 4789.65 8023.56 12331.087 17841.888 24685.449 32991.3

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p x10.0680811 -0.00073383

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GEOTECNIA 3 20132