Anexo a-3 Hojas de Calculo Capacidad Portante

PLAN MERISS INKA Expediente Técnico: Instalación del Sistema de RiegoUnidad de Gestión Zonas Altoandinas Quisco – Distrito Alto Pichigua – Provincia Espinar - Cusco

Anexo A.3: Hojas de Calculo Capacidad Portante 1



Resultados de compresión triaxial consolidado no drenado (CU) CISMID

PROYECTO IRRIGACION QUISCOUBICACION MARGEN DERECHASOLICITADO Plan MerissFECHA 01/08/2009 Clasificación SUCS CLPOZO EXPLORA CAL C MD 01 ZONA EJE CODIGOCOTA(REF.) 4063.00 msnm COTA DE CIMENT 4061.00 msnmAncho odiametro decimentacion(B) 1.00 m Profundidad (D) 1.00 D/B 1.0

ø 33.6 º Fs= 3 π 3.141593C 0.82 kg/cm2 C= 80.39 kN/m2γ 20.098 kN/m3 (45º+ø/2) 61.8 eexp(π*tanФ) 8.062866744

tg ø 0.66439841 tan2(45º+ø/2) 3.48 ºNq

= 28.04 Capacidad portante - Formulas Meyerhof

Nc = 40.7048349Nγ = 38.5938774 Factores de forma Meyerhof y Vesic-De Beer

Factor de inclin y prof 1Sc = 1.68896552Sq = 1.66439841Sγ = 0.6 Factor de profundidad-Meyerhof Factor de inclinación-Meyerhof

dc = 1.37299842

dq = 1.18649921

dγ = 1.18649921 capacidad de carga última

ic= iq = 1

iγ = 1

q = 312.523333α = inclinación de la resultante en lavertical

γsat= 20.863 kN/m3 D1 Nivel freatico 15 mγw = 9.81 kN/m3 D2 prof de cim 1.0 γ γsat=

Capacidad Portante (qo) = 8977.570 kN/m2 2.05 2.128

Capacidad portante ultima(qult)= 13328.794 kN/m2 gr/cm3 gr/cm3

Capacidad portante admisible (qa) = 2992.523 kN/m2 4442.93OBSERVACIONES: Resultados de LABYGEMLa Densidad natural : por remoldeo obtenidos en LABYGEM y ensayos in situ

)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1

cot)1( qc NN tan)1(*2 qNN

NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0

)(21 wsatDDq

disBNdisqNdiscNq qqqqcccc 5.00



CAPACIDAD PORTANTE ADMISIBLE PARA DIFERENTES PROFUNDIDADES

MARGEN DERECHA CAL C MD 01

CAPACIDAD PORTANTE ADMISIBLE MEYERHOF kN/m2CON NIVELFREATICO Fs = 3

B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 2992.523 3038.539 3084.555 3130.572 3176.588 3222.604 3268.620 3314.636 3360.652

1.5 3178.035 3224.051 3270.067 3316.083 3362.099 3408.115 3454.131 3500.147 3546.163

2.0 3363.546 3409.562 3455.578 3501.594 3547.610 3593.627 3639.643 3685.659 3731.675

2.5 3549.058 3595.074 3641.090 3687.106 3733.122 3779.138 3825.154 3871.170 3917.1863.0 3734.569 3780.585 3826.601 3872.617 3918.633 3964.649 4010.665 4056.682 4102.6983.5 3920.080 3966.097 4012.113 4058.129 4104.145 4150.161 4196.177 4242.193 4288.2094.0 4105.592 4151.608 4197.624 4243.640 4289.656 4335.672 4381.688 4427.704 4473.720

4.5 4291.103 4337.119 4383.135 4429.152 4475.168 4521.184 4567.200 4613.216 4659.2325.0 4476.615 4522.631 4568.647 4614.663 4660.679 4706.695 4752.711 4798.727 4844.743

5.5 4662.126 4708.142 4754.158 4800.174 4846.190 4892.207 4938.223 4984.239 5030.255

6.0 4847.638 4893.654 4939.670 4985.686 5031.702 5077.718 5123.734 5169.750 5215.766

CAPACIDAD PORTANTE ADMISIBLE MEYERHOF kg/cm2CON NIVELFREATICO Fs = 3

B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 30.52 30.99 31.46 31.93 32.40 32.87 33.34 33.81 34.28

1.5 32.42 32.89 33.35 33.82 34.29 34.76 35.23 35.70 36.17

2.0 34.31 34.78 35.25 35.72 36.19 36.65 37.12 37.59 38.06

2.5 36.20 36.67 37.14 37.61 38.08 38.55 39.02 39.49 39.963.0 38.09 38.56 39.03 39.50 39.97 40.44 40.91 41.38 41.85

3.5 39.98 40.45 40.92 41.39 41.86 42.33 42.80 43.27 43.74

4.0 41.88 42.35 42.82 43.29 43.75 44.22 44.69 45.16 45.634.5 43.77 44.24 44.71 45.18 45.65 46.12 46.59 47.05 47.525.0 45.66 46.13 46.60 47.07 47.54 48.01 48.48 48.95 49.425.5 47.55 48.02 48.49 48.96 49.43 49.90 50.37 50.84 51.31

6.0 49.45 49.92 50.38 50.85 51.32 51.79 52.26 52.73 53.20






tg ø 0.63707026 tan2(45º+ø/2) 3.32 ºNq




dc = 1.36455186

dq = 1.18227593


ic= iq = 1

iγ = 1





Capacidad portante admisible (qa) = 2547.519 kN/m2 3945.43OBSERVACIONES: Resultados de LABYGEMLa Densidad natural : por remoldeo obtenidos en LABYGEM y ensayos in situ

)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq







B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 2547.519 2587.079 2626.640 2666.200 2705.760 2745.321 2784.881 2824.441 2864.002

1.5 2710.326 2749.886 2789.447 2829.007 2868.568 2908.128 2947.688 2987.249 3026.809

2.0 2873.133 2912.694 2952.254 2991.814 3031.375 3070.935 3110.496 3150.056 3189.616

2.5 3035.940 3075.501 3115.061 3154.622 3194.182 3233.742 3273.303 3312.863 3352.4233.0 3198.748 3238.308 3277.868 3317.429 3356.989 3396.550 3436.110 3475.670 3515.2313.5 3361.555 3401.115 3440.676 3480.236 3519.796 3559.357 3598.917 3638.478 3678.0384.0 3524.362 3563.923 3603.483 3643.043 3682.604 3722.164 3761.724 3801.285 3840.845

4.5 3687.169 3726.730 3766.290 3805.850 3845.411 3884.971 3924.532 3964.092 4003.6525.0 3849.977 3889.537 3929.097 3968.658 4008.218 4047.778 4087.339 4126.899 4166.460

5.5 4012.784 4052.344 4091.905 4131.465 4171.025 4210.586 4250.146 4289.706 4329.267

6.0 4175.591 4215.151 4254.712 4294.272 4333.833 4373.393 4412.953 4452.514 4492.074


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 25.98 26.39 26.79 27.20 27.60 28.00 28.41 28.81 29.21

1.5 27.65 28.05 28.45 28.86 29.26 29.66 30.07 30.47 30.87

2.0 29.31 29.71 30.11 30.52 30.92 31.32 31.73 32.13 32.53

2.5 30.97 31.37 31.77 32.18 32.58 32.98 33.39 33.79 34.193.0 32.63 33.03 33.43 33.84 34.24 34.64 35.05 35.45 35.86

3.5 34.29 34.69 35.09 35.50 35.90 36.31 36.71 37.11 37.52

4.0 35.95 36.35 36.76 37.16 37.56 37.97 38.37 38.77 39.184.5 37.61 38.01 38.42 38.82 39.22 39.63 40.03 40.43 40.845.0 39.27 39.67 40.08 40.48 40.88 41.29 41.69 42.09 42.505.5 40.93 41.33 41.74 42.14 42.54 42.95 43.35 43.76 44.16

6.0 42.59 42.99 43.40 43.80 44.21 44.61 45.01 45.42 45.82






tg ø 0.60562153 tan2(45º+ø/2) 3.15 ºNq




dc = 1.35494282

dq = 1.17747141


ic= iq = 1

iγ = 1





Capacidad portante admisible (qa) = 2104.337 kN/m2 3425.82OBSERVACIONES: Resultados de LABYGEMLa Densidad natural : por remoldeo obtenidos en LABYGEM

)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq







B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 2104.337 2137.714 2171.092 2204.469 2237.847 2271.224 2304.602 2337.980 2371.357

1.5 2245.151 2278.529 2311.906 2345.284 2378.661 2412.039 2445.416 2478.794 2512.172

2.0 2385.966 2419.343 2452.721 2486.098 2519.476 2552.853 2586.231 2619.608 2652.986

2.5 2526.780 2560.158 2593.535 2626.913 2660.290 2693.668 2727.045 2760.423 2793.8003.0 2667.595 2700.972 2734.350 2767.727 2801.105 2834.482 2867.860 2901.237 2934.6153.5 2808.409 2841.787 2875.164 2908.542 2941.919 2975.297 3008.674 3042.052 3075.4294.0 2949.224 2982.601 3015.979 3049.356 3082.734 3116.111 3149.489 3182.866 3216.244

4.5 3090.038 3123.416 3156.793 3190.171 3223.548 3256.926 3290.303 3323.681 3357.0585.0 3230.853 3264.230 3297.608 3330.985 3364.363 3397.740 3431.118 3464.495 3497.873

5.5 3371.667 3405.045 3438.422 3471.800 3505.177 3538.555 3571.932 3605.310 3638.687

6.0 3512.481 3545.859 3579.237 3612.614 3645.992 3679.369 3712.747 3746.124 3779.502


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 21.46 21.80 22.15 22.49 22.83 23.17 23.51 23.85 24.19

1.5 22.90 23.24 23.58 23.92 24.26 24.60 24.94 25.28 25.62

2.0 24.34 24.68 25.02 25.36 25.70 26.04 26.38 26.72 27.06

2.5 25.77 26.11 26.45 26.79 27.13 27.48 27.82 28.16 28.503.0 27.21 27.55 27.89 28.23 28.57 28.91 29.25 29.59 29.93

3.5 28.65 28.99 29.33 29.67 30.01 30.35 30.69 31.03 31.37

4.0 30.08 30.42 30.76 31.10 31.44 31.78 32.12 32.47 32.814.5 31.52 31.86 32.20 32.54 32.88 33.22 33.56 33.90 34.245.0 32.95 33.30 33.64 33.98 34.32 34.66 35.00 35.34 35.685.5 34.39 34.73 35.07 35.41 35.75 36.09 36.43 36.77 37.11

6.0 35.83 36.17 36.51 36.85 37.19 37.53 37.87 38.21 38.55




PROYECTO IRRIGACION QUISCOUBICACION MARGEN DERECHA PRESASOLICITADO Plan MerissFECHA 01/08/2009 Clasificación SUCS MLPOZO EXPLORA CAL C MD 01 ZONA EJE CODIGOCOTA(REF.) 4060.00 msnm COTA DE CIMENT msnmAncho odiametro decimentacion(B) 1.00 m Profundidad (D) 1.00 D/B 1.0


tg ø 0.27544589 tan2(45º+ø/2) 1.72 ºNq




dc = 1.26253753

dq = 1.13126876


ic= iq = 1

iγ = 1





Capacidad portante admisible (qa) = 543.978 kN/m2 801.79OBSERVACIONES: Resultados de LAMESCLa Densidad natural : por remoldeo obtenidos en LAMESC

)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq







B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 543.978 547.105 550.233 553.361 556.489 559.617 562.745 565.873 569.000

1.5 563.378 566.506 569.634 572.761 575.889 579.017 582.145 585.273 588.401

2.0 582.778 585.906 589.034 592.162 595.289 598.417 601.545 604.673 607.801

2.5 602.178 605.306 608.434 611.562 614.690 617.818 620.945 624.073 627.2013.0 621.579 624.706 627.834 630.962 634.090 637.218 640.346 643.473 646.6013.5 640.979 644.107 647.234 650.362 653.490 656.618 659.746 662.874 666.0024.0 660.379 663.507 666.635 669.763 672.890 676.018 679.146 682.274 685.402

4.5 679.779 682.907 686.035 689.163 692.291 695.419 698.546 701.674 704.8025.0 699.179 702.307 705.435 708.563 711.691 714.819 717.947 721.074 724.202

5.5 718.580 721.708 724.835 727.963 731.091 734.219 737.347 740.475 743.603

6.0 737.980 741.108 744.236 747.364 750.491 753.619 756.747 759.875 763.003


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 5.55 5.58 5.61 5.64 5.68 5.71 5.74 5.77 5.80

1.5 5.75 5.78 5.81 5.84 5.87 5.91 5.94 5.97 6.00

2.0 5.94 5.98 6.01 6.04 6.07 6.10 6.14 6.17 6.20

2.5 6.14 6.17 6.21 6.24 6.27 6.30 6.33 6.37 6.403.0 6.34 6.37 6.40 6.44 6.47 6.50 6.53 6.56 6.60

3.5 6.54 6.57 6.60 6.63 6.67 6.70 6.73 6.76 6.79

4.0 6.74 6.77 6.80 6.83 6.86 6.90 6.93 6.96 6.994.5 6.93 6.97 7.00 7.03 7.06 7.09 7.13 7.16 7.195.0 7.13 7.16 7.20 7.23 7.26 7.29 7.32 7.35 7.395.5 7.33 7.36 7.39 7.43 7.46 7.49 7.52 7.55 7.58

6.0 7.53 7.56 7.59 7.62 7.66 7.69 7.72 7.75 7.78




PROYECTO IRRIGACION QUISCOUBICACION MARGEN DERECHA PRESASOLICITADO Plan MerissFECHA 01/08/2009 Clasificación SUCS MLPOZO EXPLORA CAL C MD 02 ZONA EJE CODIGOCOTA(REF.) 4060.00 msnm COTA DE CIMENT msnmAncho odiametro decimentacion(B) 1.00 m Profundidad (D) 1.00 D/B 1.0


tg ø 0.25118264 tan2(45º+ø/2) 1.64 ºNq




dc = 1.2564493

dq = 1.12822465


ic= iq = 1

iγ = 1





Capacidad portante admisible (qa) = 482.419 kN/m2 727.54

OBSERVACIONES: Resultados de LAMESC

)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq







B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 482.419 485.084 487.748 490.412 493.077 495.741 498.406 501.070 503.735

1.5 499.751 502.415 505.080 507.744 510.409 513.073 515.738 518.402 521.067

2.0 517.083 519.747 522.412 525.076 527.740 530.405 533.069 535.734 538.398

2.5 534.414 537.079 539.743 542.408 545.072 547.737 550.401 553.066 555.7303.0 551.746 554.411 557.075 559.740 562.404 565.068 567.733 570.397 573.0623.5 569.078 571.742 574.407 577.071 579.736 582.400 585.065 587.729 590.3944.0 586.410 589.074 591.739 594.403 597.068 599.732 602.396 605.061 607.725

4.5 603.742 606.406 609.070 611.735 614.399 617.064 619.728 622.393 625.0575.0 621.073 623.738 626.402 629.067 631.731 634.396 637.060 639.724 642.389

5.5 638.405 641.070 643.734 646.398 649.063 651.727 654.392 657.056 659.721

6.0 655.737 658.401 661.066 663.730 666.395 669.059 671.724 674.388 677.052


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 4.92 4.95 4.98 5.00 5.03 5.06 5.08 5.11 5.14

1.5 5.10 5.12 5.15 5.18 5.21 5.23 5.26 5.29 5.31

2.0 5.27 5.30 5.33 5.36 5.38 5.41 5.44 5.46 5.49

2.5 5.45 5.48 5.51 5.53 5.56 5.59 5.61 5.64 5.673.0 5.63 5.65 5.68 5.71 5.74 5.76 5.79 5.82 5.85

3.5 5.80 5.83 5.86 5.89 5.91 5.94 5.97 5.99 6.024.0 5.98 6.01 6.04 6.06 6.09 6.12 6.14 6.17 6.204.5 6.16 6.19 6.21 6.24 6.27 6.29 6.32 6.35 6.385.0 6.33 6.36 6.39 6.42 6.44 6.47 6.50 6.53 6.555.5 6.51 6.54 6.57 6.59 6.62 6.65 6.67 6.70 6.73

6.0 6.69 6.72 6.74 6.77 6.80 6.82 6.85 6.88 6.91




PROYECTO IRRIGACION QUISCOUBICACION MARGEN DERECHASOLICITADO Plan MerissFECHA 01/08/2009 Clasificación SUCS MLPOZO EXPLORA CAL C MD 07 ZONA EJE CODIGOCOTA(REF.) 4044.00 msnm COTA DE CIMENT 4041.00 msnmAncho odiametro decimentacion(B) 1.00 m Profundidad (D) 1.00 D/B 1.0


tg ø 0.30001438 tan2(45º+ø/2) 1.81 ºNq




dc = 1.26880983

dq = 1.13440492


ic= iq = 1

iγ = 1






OBSERVACIONES: Resultados de LAMESC

)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq







B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 528.736 532.640 536.544 540.448 544.352 548.256 552.161 556.065 559.969

1.5 551.929 555.833 559.737 563.641 567.545 571.449 575.353 579.258 583.162

2.0 575.122 579.026 582.930 586.834 590.738 594.642 598.546 602.450 606.355

2.5 598.314 602.219 606.123 610.027 613.931 617.835 621.739 625.643 629.5473.0 621.507 625.411 629.316 633.220 637.124 641.028 644.932 648.836 652.7403.5 644.700 648.604 652.508 656.413 660.317 664.221 668.125 672.029 675.9334.0 667.893 671.797 675.701 679.606 683.510 687.414 691.318 695.222 699.126

4.5 691.086 694.990 698.894 702.798 706.703 710.607 714.511 718.415 722.3195.0 714.279 718.183 722.087 725.991 729.895 733.800 737.704 741.608 745.512

5.5 737.472 741.376 745.280 749.184 753.088 756.992 760.897 764.801 768.705

6.0 760.665 764.569 768.473 772.377 776.281 780.185 784.090 787.994 791.898


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 5.39 5.43 5.47 5.51 5.55 5.59 5.63 5.67 5.71

1.5 5.63 5.67 5.71 5.75 5.79 5.83 5.87 5.91 5.95

2.0 5.87 5.91 5.95 5.99 6.03 6.07 6.11 6.14 6.18

2.5 6.10 6.14 6.18 6.22 6.26 6.30 6.34 6.38 6.423.0 6.34 6.38 6.42 6.46 6.50 6.54 6.58 6.62 6.66

3.5 6.58 6.62 6.66 6.70 6.74 6.78 6.81 6.85 6.894.0 6.81 6.85 6.89 6.93 6.97 7.01 7.05 7.09 7.134.5 7.05 7.09 7.13 7.17 7.21 7.25 7.29 7.33 7.375.0 7.29 7.33 7.37 7.41 7.44 7.48 7.52 7.56 7.605.5 7.52 7.56 7.60 7.64 7.68 7.72 7.76 7.80 7.84

6.0 7.76 7.80 7.84 7.88 7.92 7.96 8.00 8.04 8.08




PROYECTO IRRIGACION QUISCOUBICACION MARGEN DERECHASOLICITADO Plan MerissFECHA 01/08/2009 Clasificación SUCS MLPOZO EXPLORA CAL C MD 01 ZONA EJE CODIGOCOTA(REF.) msnm COTA DE CIMENT msnmAncho odiametro decimentacion(B) 1.00 m Profundidad (D) 1.00 D/B 1.0


tg ø 0.38988371 tan2(45º+ø/2) 2.14 ºNq




dc = 1.29264013

dq = 1.14632007


ic= iq = 1

iγ = 1






OBSERVACIONES: Resultados de INGEOLAB

)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq







B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 243.040 248.421 253.802 259.184 264.565 269.946 275.328 280.709 286.091

1.5 271.155 276.536 281.917 287.299 292.680 298.061 303.443 308.824 314.205

2.0 299.269 304.651 310.032 315.414 320.795 326.176 331.558 336.939 342.320

2.5 327.384 332.766 338.147 343.528 348.910 354.291 359.673 365.054 370.4353.0 355.499 360.881 366.262 371.643 377.025 382.406 387.788 393.169 398.5503.5 383.614 388.996 394.377 399.758 405.140 410.521 415.902 421.284 426.6654.0 411.729 417.111 422.492 427.873 433.255 438.636 444.017 449.399 454.780

4.5 439.844 445.225 450.607 455.988 461.370 466.751 472.132 477.514 482.8955.0 467.959 473.340 478.722 484.103 489.485 494.866 500.247 505.629 511.010

5.5 496.074 501.455 506.837 512.218 517.599 522.981 528.362 533.744 539.125

6.0 524.189 529.570 534.952 540.333 545.714 551.096 556.477 561.858 567.240


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 2.48 2.53 2.59 2.64 2.70 2.75 2.81 2.86 2.92

1.5 2.77 2.82 2.88 2.93 2.99 3.04 3.10 3.15 3.20

2.0 3.05 3.11 3.16 3.22 3.27 3.33 3.38 3.44 3.49

2.5 3.34 3.39 3.45 3.50 3.56 3.61 3.67 3.72 3.783.0 3.63 3.68 3.74 3.79 3.85 3.90 3.96 4.01 4.07

3.5 3.91 3.97 4.02 4.08 4.13 4.19 4.24 4.30 4.354.0 4.20 4.25 4.31 4.36 4.42 4.47 4.53 4.58 4.644.5 4.49 4.54 4.60 4.65 4.71 4.76 4.82 4.87 4.935.0 4.77 4.83 4.88 4.94 4.99 5.05 5.10 5.16 5.215.5 5.06 5.11 5.17 5.22 5.28 5.33 5.39 5.44 5.50

6.0 5.35 5.40 5.46 5.51 5.57 5.62 5.68 5.73 5.79




PROYECTO IRRIGACION QUISCOUBICACION MARGEN IZQUIERDASOLICITADO Plan MerissFECHA 01/08/2009 Clasificación SUCS MLPOZO EXPLORA CAL C MI 01 ZONA EJE CODIGOCOTA(REF.) msnm COTA DE CIMENT msnmAncho odiametro decimentacion(B) 1.00 m Profundidad (D) 1.00 D/B 1.0


tg ø 0.37986437 tan2(45º+ø/2) 2.10 ºNq




dc = 1.2899165

dq = 1.14495825


ic= iq = 1

iγ = 1







)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq





MARGEN IZQUIERDA CAL C MI 01


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 215.152 219.413 223.674 227.935 232.195 236.456 240.717 244.978 249.238

1.5 237.695 241.956 246.217 250.477 254.738 258.999 263.260 267.520 271.781

2.0 260.238 264.499 268.759 273.020 277.281 281.542 285.803 290.063 294.324

2.5 282.781 287.042 291.302 295.563 299.824 304.085 308.345 312.606 316.8673.0 305.324 309.584 313.845 318.106 322.367 326.627 330.888 335.149 339.4103.5 327.866 332.127 336.388 340.649 344.910 349.170 353.431 357.692 361.9534.0 350.409 354.670 358.931 363.192 367.452 371.713 375.974 380.235 384.496

4.5 372.952 377.213 381.474 385.735 389.995 394.256 398.517 402.778 407.0385.0 395.495 399.756 404.017 408.277 412.538 416.799 421.060 425.320 429.581

5.5 418.038 422.299 426.559 430.820 435.081 439.342 443.603 447.863 452.124

6.0 440.581 444.842 449.102 453.363 457.624 461.885 466.145 470.406 474.667


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 2.19 2.24 2.28 2.32 2.37 2.41 2.46 2.50 2.54

1.5 2.42 2.47 2.51 2.55 2.60 2.64 2.69 2.73 2.77

2.0 2.65 2.70 2.74 2.78 2.83 2.87 2.92 2.96 3.00

2.5 2.88 2.93 2.97 3.01 3.06 3.10 3.15 3.19 3.233.0 3.11 3.16 3.20 3.24 3.29 3.33 3.38 3.42 3.46

3.5 3.34 3.39 3.43 3.47 3.52 3.56 3.60 3.65 3.694.0 3.57 3.62 3.66 3.70 3.75 3.79 3.83 3.88 3.924.5 3.80 3.85 3.89 3.93 3.98 4.02 4.06 4.11 4.155.0 4.03 4.08 4.12 4.16 4.21 4.25 4.29 4.34 4.385.5 4.26 4.31 4.35 4.39 4.44 4.48 4.52 4.57 4.61

6.0 4.49 4.54 4.58 4.62 4.67 4.71 4.75 4.80 4.84




ROYECTO IRRIGACION QUISCOUBICACION MARGEN IDERECHASOLICITADO Plan MerissFECHA 01/08/2009 Clasificación SUCS

POZO EXPLORA CAL C MD 02 ZONA EJE CODIGOCOTA(REF.) msnm COTA DE CIMENT msnmAncho odiametro decimentacion(B) 1.00 m Profundidad (D) 1.00 D/B 1.0


tg ø 0.36002215 tan2(45º+ø/2) 2.02 ºNq




dc = 1.28457122

dq = 1.14228561


ic= iq = 1

iγ = 1







)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq





MARGEN IDERECHA CAL C MD 02


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 210.898 215.003 219.109 223.215 227.320 231.426 235.532 239.638 243.743

1.5 233.193 237.299 241.405 245.511 249.616 253.722 257.828 261.934 266.039

2.0 255.489 259.595 263.701 267.807 271.912 276.018 280.124 284.229 288.335

2.5 277.785 281.891 285.997 290.102 294.208 298.314 302.420 306.525 310.6313.0 300.081 304.187 308.293 312.398 316.504 320.610 324.716 328.821 332.9273.5 322.377 326.483 330.588 334.694 338.800 342.906 347.011 351.117 355.2234.0 344.673 348.779 352.884 356.990 361.096 365.202 369.307 373.413 377.519

4.5 366.969 371.075 375.180 379.286 383.392 387.497 391.603 395.709 399.8155.0 389.265 393.370 397.476 401.582 405.688 409.793 413.899 418.005 422.111

5.5 411.561 415.666 419.772 423.878 427.984 432.089 436.195 440.301 444.406

6.0 433.857 437.962 442.068 446.174 450.279 454.385 458.491 462.597 466.702


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 2.15 2.19 2.23 2.28 2.32 2.36 2.40 2.44 2.49

1.5 2.38 2.42 2.46 2.50 2.55 2.59 2.63 2.67 2.71

2.0 2.61 2.65 2.69 2.73 2.77 2.82 2.86 2.90 2.94

2.5 2.83 2.88 2.92 2.96 3.00 3.04 3.08 3.13 3.173.0 3.06 3.10 3.14 3.19 3.23 3.27 3.31 3.35 3.40

3.5 3.29 3.33 3.37 3.41 3.46 3.50 3.54 3.58 3.624.0 3.52 3.56 3.60 3.64 3.68 3.73 3.77 3.81 3.854.5 3.74 3.78 3.83 3.87 3.91 3.95 3.99 4.04 4.085.0 3.97 4.01 4.05 4.10 4.14 4.18 4.22 4.26 4.315.5 4.20 4.24 4.28 4.32 4.37 4.41 4.45 4.49 4.53

6.0 4.43 4.47 4.51 4.55 4.59 4.63 4.68 4.72 4.76




PROYECTO IRRIGACION QUISCOUBICACION MARGEN IZQUIERDASOLICITADO Plan MerissFECHA 01/08/2009 Clasificación SUCS

POZO EXPLORA CAL C MI 05 ZONA EJE CODIGOCOTA(REF.) msnm COTA DE CIMENT msnmAncho odiametro decimentacion(B) 1.00 m Profundidad (D) 1.00 D/B 1.0

ø 24 º Fs= 3 π 3.141593C 0.26 kg/cm2 C= 25.49 kN/m2γ 15.225 kN/m3 (45º+ø/2) 57 eexp(π*tanФ) 4.050041658

tg ø 0.44522869 tan2(45º+ø/2) 2.37 ºNq




dc = 1.30797299

dq = 1.1539865


ic= iq = 1

iγ = 1







)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq







B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 419.354 427.649 435.943 444.238 452.533 460.828 469.122 477.417 485.712

1.5 459.997 468.291 476.586 484.881 493.175 501.470 509.765 518.060 526.354

2.0 500.639 508.934 517.229 525.523 533.818 542.113 550.408 558.702 566.997

2.5 541.282 549.577 557.871 566.166 574.461 582.755 591.050 599.345 607.6403.0 581.925 590.219 598.514 606.809 615.103 623.398 631.693 639.988 648.2823.5 622.567 630.862 639.157 647.451 655.746 664.041 672.335 680.630 688.9254.0 663.210 671.505 679.799 688.094 696.389 704.683 712.978 721.273 729.568

4.5 703.853 712.147 720.442 728.737 737.031 745.326 753.621 761.915 770.2105.0 744.495 752.790 761.085 769.379 777.674 785.969 794.263 802.558 810.853

5.5 785.138 793.433 801.727 810.022 818.317 826.611 834.906 843.201 851.495

6.0 825.781 834.075 842.370 850.665 858.959 867.254 875.549 883.843 892.138


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 4.28 4.36 4.45 4.53 4.62 4.70 4.79 4.87 4.95

1.5 4.69 4.78 4.86 4.95 5.03 5.11 5.20 5.28 5.37

2.0 5.11 5.19 5.28 5.36 5.44 5.53 5.61 5.70 5.78

2.5 5.52 5.61 5.69 5.77 5.86 5.94 6.03 6.11 6.203.0 5.94 6.02 6.10 6.19 6.27 6.36 6.44 6.53 6.61

3.5 6.35 6.43 6.52 6.60 6.69 6.77 6.86 6.94 7.034.0 6.76 6.85 6.93 7.02 7.10 7.19 7.27 7.36 7.444.5 7.18 7.26 7.35 7.43 7.52 7.60 7.69 7.77 7.865.0 7.59 7.68 7.76 7.85 7.93 8.02 8.10 8.19 8.275.5 8.01 8.09 8.18 8.26 8.35 8.43 8.52 8.60 8.69

6.0 8.42 8.51 8.59 8.68 8.76 8.85 8.93 9.02 9.10




PROYECTO IRRIGACION QUISCOUBICACION MARGEN DERECHASOLICITADO Plan MerissFECHA 01/08/2009 Clasificacion SUCS SCPOZO EXPLORA CAL C MD 01 ZONA EJE CODIGOCOTA(REF.) msnm COTA DE CIMENT msnmAncho odiametro decimentacion(B) 1.00 m Profundidad (D) 1.00 D/B 1.0

ø 20 º Fs= 3 π 3.141593C 0 kg/cm2 C= 0.00 kN/m2γ 14.529 kN/m3 (45º+ø/2) 55 eexp(π*tanФ) 3.137562467

tg ø 0.36397023 tan2(45º+ø/2) 2.04 ºNq




dc = 1.2856296

dq = 1.1428148


ic= iq = 1

iγ = 1






OBSERVACIONES: Resultados de compresión triaxial consolidado no drenado (CU)CISMID

)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq







B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 57.255 61.727 66.198 70.670 75.142 79.614 84.086 88.558 93.029

1.5 81.410 85.882 90.354 94.826 99.298 103.769 108.241 112.713 117.185

2.0 105.566 110.038 114.509 118.981 123.453 127.925 132.397 136.869 141.340

2.5 129.721 134.193 138.665 143.137 147.609 152.080 156.552 161.024 165.4963.0 153.877 158.349 162.820 167.292 171.764 176.236 180.708 185.180 189.6513.5 178.032 182.504 186.976 191.448 195.920 200.391 204.863 209.335 213.8074.0 202.188 206.660 211.131 215.603 220.075 224.547 229.019 233.491 237.963

4.5 226.343 230.815 235.287 239.759 244.231 248.703 253.174 257.646 262.1185.0 250.499 254.971 259.443 263.914 268.386 272.858 277.330 281.802 286.274

5.5 274.654 279.126 283.598 288.070 292.542 297.014 301.485 305.957 310.429

6.0 298.810 303.282 307.754 312.225 316.697 321.169 325.641 330.113 334.585


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 0.58 0.63 0.68 0.72 0.77 0.81 0.86 0.90 0.95

1.5 0.83 0.88 0.92 0.97 1.01 1.06 1.10 1.15 1.20

2.0 1.08 1.12 1.17 1.21 1.26 1.30 1.35 1.40 1.44

2.5 1.32 1.37 1.41 1.46 1.51 1.55 1.60 1.64 1.693.0 1.57 1.62 1.66 1.71 1.75 1.80 1.84 1.89 1.93

3.5 1.82 1.86 1.91 1.95 2.00 2.04 2.09 2.14 2.184.0 2.06 2.11 2.15 2.20 2.24 2.29 2.34 2.38 2.434.5 2.31 2.35 2.40 2.45 2.49 2.54 2.58 2.63 2.675.0 2.56 2.60 2.65 2.69 2.74 2.78 2.83 2.87 2.925.5 2.80 2.85 2.89 2.94 2.98 3.03 3.08 3.12 3.17

6.0 3.05 3.09 3.14 3.18 3.23 3.28 3.32 3.37 3.41




PROYECTO IRRIGACION QUISCOUBICACION MARGEN DERECHASOLICITADO Plan MerissFECHA 01/08/2009 Clasificacion SUCS SCPOZO EXPLORA CAL C MD 01 ZONA EJE CODIGOCOTA(REF.) msnm COTA DE CIMENT msnmAncho o diametrode cimentacion(B) 1.00 m Profundidad (D) 1.00 D/B 1.0

ø 15 º Fs= 3 π 3.141593C 0 kg/cm2 C= 0.00 kN/m2γ 14.529 kN/m3 (45º+ø/2) 52.5 eexp(π*tanФ) 2.320510523

tg ø 0.26794919 tan2(45º+ø/2) 1.70 ºNq = 3.94 Capacidad portante - Formulas Meyerhof



dc = 1.26064507

dq = 1.13032254


ic= iq = 1

iγ = 1






OBSERVACIONES: Resultados de compresión triaxial no consolidado no drenado (UU)CISMID

)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq







B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 31.705 33.879 36.053 38.228 40.402 42.577 44.751 46.925 49.100

1.5 45.383 47.557 49.732 51.906 54.080 56.255 58.429 60.603 62.778

2.0 59.061 61.235 63.410 65.584 67.758 69.933 72.107 74.281 76.456

2.5 72.739 74.913 77.088 79.262 81.436 83.611 85.785 87.959 90.1343.0 86.417 88.591 90.766 92.940 95.114 97.289 99.463 101.637 103.8123.5 100.095 102.269 104.444 106.618 108.792 110.967 113.141 115.315 117.4904.0 113.773 115.947 118.122 120.296 122.470 124.645 126.819 128.993 131.168

4.5 127.451 129.625 131.800 133.974 136.148 138.323 140.497 142.671 144.8465.0 141.129 143.303 145.478 147.652 149.826 152.001 154.175 156.350 158.524

5.5 154.807 156.981 159.156 161.330 163.504 165.679 167.853 170.028 172.202

6.0 168.485 170.659 172.834 175.008 177.183 179.357 181.531 183.706 185.880


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 0.32 0.35 0.37 0.39 0.41 0.43 0.46 0.48 0.50

1.5 0.46 0.49 0.51 0.53 0.55 0.57 0.60 0.62 0.64

2.0 0.60 0.62 0.65 0.67 0.69 0.71 0.74 0.76 0.78

2.5 0.74 0.76 0.79 0.81 0.83 0.85 0.88 0.90 0.923.0 0.88 0.90 0.93 0.95 0.97 0.99 1.01 1.04 1.06

3.5 1.02 1.04 1.07 1.09 1.11 1.13 1.15 1.18 1.204.0 1.16 1.18 1.20 1.23 1.25 1.27 1.29 1.32 1.344.5 1.30 1.32 1.34 1.37 1.39 1.41 1.43 1.46 1.485.0 1.44 1.46 1.48 1.51 1.53 1.55 1.57 1.59 1.625.5 1.58 1.60 1.62 1.65 1.67 1.69 1.71 1.73 1.76

6.0 1.72 1.74 1.76 1.79 1.81 1.83 1.85 1.87 1.90



Resultados de compresión triaxial no consolidado no drenado (UU) CISMID

ROYECTO IRRIGACION QUISCOUBICACION MARGEN IZQUIERDASOLICITADO Plan MerissFECHA 01/08/2009 Clasificación SUCS SCPOZO EXPLORA CAL C MI 02 ZONA EJE CODIGOCOTA(REF.) msnm COTA DE CIMENT msnmAncho o diametrode cimentacion(B) 1.00 m Profundidad (D) 1.00 D/B 1.0





dc = 1.3450181

dq = 1.17250905


ic= iq = 1

iγ = 1






OBSERVACIONES: Resultados de compresión triaxial no consolidado no drenado (UU)CISMID

)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq







B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 588.217 604.081 619.945 635.809 651.673 667.537 683.401 699.265 715.129

1.5 657.001 672.865 688.729 704.593 720.457 736.321 752.185 768.049 783.913

2.0 725.784 741.648 757.512 773.376 789.240 805.104 820.968 836.832 852.696

2.5 794.567 810.431 826.295 842.159 858.023 873.887 889.751 905.615 921.4803.0 863.351 879.215 895.079 910.943 926.807 942.671 958.535 974.399 990.2633.5 932.134 947.998 963.862 979.726 995.590 1011.454 1027.318 1043.182 1059.0464.0 1000.917 1016.781 1032.645 1048.509 1064.373 1080.237 1096.101 1111.966 1127.830

4.5 1069.701 1085.565 1101.429 1117.293 1133.157 1149.021 1164.885 1180.749 1196.6135.0 1138.484 1154.348 1170.212 1186.076 1201.940 1217.804 1233.668 1249.532 1265.396

5.5 1207.267 1223.131 1238.995 1254.859 1270.723 1286.587 1302.452 1318.316 1334.180

6.0 1276.051 1291.915 1307.779 1323.643 1339.507 1355.371 1371.235 1387.099 1402.963


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 6.00 6.16 6.32 6.49 6.65 6.81 6.97 7.13 7.29

1.5 6.70 6.86 7.03 7.19 7.35 7.51 7.67 7.83 8.00

2.0 7.40 7.56 7.73 7.89 8.05 8.21 8.37 8.54 8.70

2.5 8.10 8.27 8.43 8.59 8.75 8.91 9.08 9.24 9.403.0 8.81 8.97 9.13 9.29 9.45 9.62 9.78 9.94 10.10

3.5 9.51 9.67 9.83 9.99 10.16 10.32 10.48 10.64 10.804.0 10.21 10.37 10.53 10.69 10.86 11.02 11.18 11.34 11.504.5 10.91 11.07 11.23 11.40 11.56 11.72 11.88 12.04 12.215.0 11.61 11.77 11.94 12.10 12.26 12.42 12.58 12.75 12.915.5 12.31 12.48 12.64 12.80 12.96 13.12 13.29 13.45 13.61

6.0 13.02 13.18 13.34 13.50 13.66 13.82 13.99 14.15 14.31




PROYECTO IRRIGACION QUISCOUBICACION MARGEN IZQUIERDASOLICITADO Plan MerissFECHA 01/08/2009 Clasificacion SUCS MLPOZO EXPLORA CAL C MI 02 ZONA EJE CODIGOCOTA(REF.) msnm COTA DE CIMENT msnmAncho o diametrode cimentacion(B) 1.00 m Profundidad (D) 1.00 D/B 1.0

ø 28 º Fs= 3 π 3.141593C 0 kg/cm2 C= 0.00 kN/m2γ 12.441 kN/m3 (45º+ø/2) 59 eexp(π*tanФ) 5.314369851




dc = 1.3328559

dq = 1.16642795


ic= iq = 1

iγ = 1






OBSERVACIONES: Resultados de compresion triaxial no consolidado no drenado (CU)CISMID

)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq







B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 133.322 145.452 157.581 169.711 181.840 193.970 206.099 218.229 230.358

1.5 187.854 199.984 212.113 224.243 236.372 248.502 260.631 272.761 284.890

2.0 242.386 254.515 266.645 278.774 290.904 303.033 315.163 327.292 339.422

2.5 296.917 309.047 321.176 333.306 345.435 357.565 369.694 381.824 393.9533.0 351.449 363.579 375.708 387.838 399.967 412.097 424.226 436.356 448.4853.5 405.981 418.110 430.240 442.369 454.499 466.628 478.758 490.887 503.0174.0 460.512 472.642 484.771 496.901 509.030 521.160 533.289 545.419 557.548

4.5 515.044 527.174 539.303 551.433 563.562 575.692 587.821 599.951 612.0805.0 569.576 581.705 593.835 605.964 618.094 630.223 642.353 654.482 666.612

5.5 624.107 636.237 648.366 660.496 672.625 684.755 696.884 709.014 721.143

6.0 678.639 690.769 702.898 715.028 727.157 739.287 751.416 763.546 775.675


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 1.36 1.48 1.61 1.73 1.85 1.98 2.10 2.23 2.35

1.5 1.92 2.04 2.16 2.29 2.41 2.53 2.66 2.78 2.91

2.0 2.47 2.60 2.72 2.84 2.97 3.09 3.21 3.34 3.46

2.5 3.03 3.15 3.28 3.40 3.52 3.65 3.77 3.89 4.023.0 3.58 3.71 3.83 3.96 4.08 4.20 4.33 4.45 4.57

3.5 4.14 4.26 4.39 4.51 4.64 4.76 4.88 5.01 5.134.0 4.70 4.82 4.94 5.07 5.19 5.32 5.44 5.56 5.694.5 5.25 5.38 5.50 5.62 5.75 5.87 6.00 6.12 6.245.0 5.81 5.93 6.06 6.18 6.30 6.43 6.55 6.68 6.805.5 6.37 6.49 6.61 6.74 6.86 6.98 7.11 7.23 7.36

6.0 6.92 7.05 7.17 7.29 7.42 7.54 7.66 7.79 7.91









dc = 1.21979713

dq = 1.10989857


ic= iq = 1

iγ = 1






OBSERVACIONES: Resultados de compresión triaxial no consolidado no drenado (CU)CISMID

)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq







B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 101.775 102.153 102.531 102.909 103.287 103.665 104.043 104.421 104.799

1.5 106.292 106.670 107.048 107.426 107.804 108.182 108.560 108.938 109.316

2.0 110.809 111.187 111.565 111.943 112.321 112.699 113.077 113.455 113.833

2.5 115.326 115.704 116.082 116.460 116.838 117.216 117.594 117.972 118.3503.0 119.843 120.221 120.599 120.977 121.355 121.733 122.111 122.489 122.8673.5 124.359 124.738 125.116 125.494 125.872 126.250 126.628 127.006 127.3844.0 128.876 129.254 129.633 130.011 130.389 130.767 131.145 131.523 131.901

4.5 133.393 133.771 134.149 134.528 134.906 135.284 135.662 136.040 136.4185.0 137.910 138.288 138.666 139.044 139.422 139.801 140.179 140.557 140.935

5.5 142.427 142.805 143.183 143.561 143.939 144.317 144.696 145.074 145.452

6.0 146.944 147.322 147.700 148.078 148.456 148.834 149.212 149.591 149.969


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 1.04 1.04 1.05 1.05 1.05 1.06 1.06 1.07 1.07

1.5 1.08 1.09 1.09 1.10 1.10 1.10 1.11 1.11 1.12

2.0 1.13 1.13 1.14 1.14 1.15 1.15 1.15 1.16 1.16

2.5 1.18 1.18 1.18 1.19 1.19 1.20 1.20 1.20 1.213.0 1.22 1.23 1.23 1.23 1.24 1.24 1.25 1.25 1.25

3.5 1.27 1.27 1.28 1.28 1.28 1.29 1.29 1.30 1.304.0 1.31 1.32 1.32 1.33 1.33 1.33 1.34 1.34 1.354.5 1.36 1.36 1.37 1.37 1.38 1.38 1.38 1.39 1.395.0 1.41 1.41 1.41 1.42 1.42 1.43 1.43 1.43 1.445.5 1.45 1.46 1.46 1.46 1.47 1.47 1.48 1.48 1.48

6.0 1.50 1.50 1.51 1.51 1.51 1.52 1.52 1.53 1.53





ø 4 º Fs= 3 π 3.141593C 0.4 kg/cm2 C= 39.22 kN/m2γ 13.725 kN/m3 (45º+ø/2) 47 eexp(π*tanФ) 1.245679991




dc = 1.21447374

dq = 1.10723687


ic= iq = 1

iγ = 1






OBSERVACIONES: Resultados de compresion triaxial no consolidado no drenado (CU)CISMID

)2/45(tan2tan eNq

BNqNcNq qcu 4.03.1


NcNq

LBSc *1

2)º90/1( qc ii

2)/1( i )2/4/(tan 2 N

FSq

aoq cd Fcc /

cd F/tantan 1

BD

c Nd 2.01

BD

q Ndd 1.01 º10

1 dd q º0

tan*1 LB

qs LBS 4.01

qqqu

0)(21 wsatDDq







B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 129.213 129.472 129.730 129.989 130.247 130.506 130.764 131.023 131.281

1.5 133.095 133.354 133.612 133.871 134.129 134.388 134.646 134.905 135.163

2.0 136.978 137.236 137.495 137.753 138.012 138.270 138.529 138.787 139.046

2.5 140.860 141.118 141.377 141.635 141.894 142.152 142.411 142.669 142.9283.0 144.742 145.000 145.259 145.517 145.776 146.034 146.293 146.551 146.8103.5 148.624 148.882 149.141 149.399 149.658 149.916 150.175 150.433 150.6924.0 152.506 152.764 153.023 153.281 153.540 153.798 154.057 154.315 154.574

4.5 156.388 156.646 156.905 157.163 157.422 157.680 157.939 158.197 158.4565.0 160.270 160.529 160.787 161.046 161.304 161.563 161.821 162.080 162.338

5.5 164.152 164.411 164.669 164.928 165.186 165.445 165.703 165.962 166.220

6.0 168.034 168.293 168.551 168.810 169.068 169.327 169.585 169.844 170.102


B =1.0 B =1.5 B =2.0 B =2.5 B =3.0 B =3.5 B =4.0 B =4.5 B =5.0

D 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0

1.0 1.32 1.32 1.32 1.33 1.33 1.33 1.33 1.34 1.34

1.5 1.36 1.36 1.36 1.37 1.37 1.37 1.37 1.38 1.38

2.0 1.40 1.40 1.40 1.41 1.41 1.41 1.41 1.42 1.42

2.5 1.44 1.44 1.44 1.44 1.45 1.45 1.45 1.46 1.463.0 1.48 1.48 1.48 1.48 1.49 1.49 1.49 1.49 1.50

3.5 1.52 1.52 1.52 1.52 1.53 1.53 1.53 1.53 1.544.0 1.56 1.56 1.56 1.56 1.57 1.57 1.57 1.57 1.584.5 1.60 1.60 1.60 1.60 1.61 1.61 1.61 1.61 1.625.0 1.63 1.64 1.64 1.64 1.65 1.65 1.65 1.65 1.665.5 1.67 1.68 1.68 1.68 1.68 1.69 1.69 1.69 1.70

6.0 1.71 1.72 1.72 1.72 1.72 1.73 1.73 1.73 1.74

Anexo a-3 Hojas de Calculo Capacidad Portante

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