estudio triaxial

LABORATORIO DE MECANICA DE SUELOS Y MATERIALES

FICAPROYECTO CONSTRUCCION DE FACULTAD DE MEDICINA

UBICACIÓN PUNO PUNO PUNO FECHAsolicitado OFICINA DE ARQUITECTURA Y CONSTRUCCIONES. 19 ENERO 2007

MUESTRA Nº M-3 PERFORACION 2

CONTENIDO DE HUMEDADPROFUNDIDAD 2CLASIFICACION SUCS ML

ESTADO DEL SUELOINALTERADO X

( NORMA ASTM D - 22216 )REMOLDEADO

CONTENIDO HUMEDAD 19.14% DENSIDAD HUMEDA 2.06

Nro De Tara 5 B-A C-5

Peso de Tara 13.92 11.05 13.77

Peso de Tara + M. Humeda 81.15 107.59 67.4

Peso de Tara + M. Seca 70.15 92.34 58.8

Peso de Agua 11 15.25 8.6

Peso Muestra Seca 56.23 81.29 45.03

Contenido de humedad W% 19.56% 18.76% 19.10%

Promedio Cont. Humedad W% 19.14%

FACULTAD DE INGENIERIA CIVIL Y ARQUITECTURA

UNIVERSIDAD NACIONAL DEL ALTIPLANO





PROFUNDIDAD (m) 2

CLASIFICACION SUCS ML



19.14% DENSIDAD HUMEDA 2.06

Peso (gr.) 1149.00 Peso (gr.) ### Peso (gr.) ###Diametro (cm) 7.02 Diametro (cm) 7.07 Diametro (cm) 7.02Altura (cm) 14.42 Altura (cm) 14.13 Altura (cm) 13.66Densidad (gr/cm3) 2.06 Densidad (gr/cm3) 2.07 Densidad (gr/cm3) 2.06

ENSAYO DE COMPRESION TRIAXIAL NO CONSOLIDADO - NO DRENADO ( UU )

CONTENIDO HUMEDAD

ESPECIMEN 1 ESPECIMEN 2 ESPECIMEN 3



INGRESO DE DATOS

MUESTRADIAMETROS

SUPERIOR MEDIO MEDIO FINALM1 7.09 7.09 7.09 7.05 7.05 7.05 6.92 6.92 6.92 7.02M2 7.16 7.16 7.16 7.05 7.05 7.05 7.04 7.08 7.05 7.089M3 7.04 7.04 7.04 7.08 7.08 7.08 7.05 7.08 7.08 7.063

MUESTRA ALTURA FINAL

M1 14.41 14.38 14.47 14.42

HUMEDAD

ESPEC 1 CORR

ESPEC 2 CORR

ESPEC 3 CORRDEFOR VS ESF DES

MOHR

M2 14.16 14.12 14.21 14.16M3 14.16 14.2 14.19 14.18

MUESTRAPESO

M1 1149M2 1146M3 1125

DEF %

0.00 0.000

ALTURA INICIAL (mm) ###PRESION 100

0.05 0.102

DIAMETRO 7.02 0.10 0.177

AREA 38.71 0.20 0.252

0.35 0.3250.50 0.376

DIAL DEFDEF. mm DEF % AREA A' DIAL CARGA P(kg) Esf. Desv 0.75 0.435

0 0 0.000 38.71 0.0 0.00 0.000 1.00 0.479

5 0.05 0.035 38.72 17.0 2.68 0.069 1.25 0.504

10 0.1 0.069 38.73### 26.0 5.56 0.144 1.50 0.539

15 0.15 0.104 38.75 30.5 7.00 0.181 1.75 0.568

20 0.2 0.139 38.76 34.0 8.12 0.209 2.00 0.580

25 0.25 0.173 38.77### 37.0 9.08 0.234 2.50 0.575

30 0.3 0.208 38.79 39.5 9.88 0.255 3.00 0.573

35 0.35 0.243 38.80 41.0 10.36 0.267 3.50 0.534

40 0.4 0.277 38.81 43.0 10.99 0.283 4.00 0.522

45 0.45 0.312 38.83 45.0 11.63 0.300 5.00 0.537

50 0.5 0.347 38.84 48.0 12.59 0.324 6.00 0.545

55 0.55 0.381 38.85 49.4 13.04 0.336 7.00 0.494

60 0.6 0.416 38.87 51.0 13.55 0.349 8.00 0.478

65 0.65 0.451 38.88 52.0 13.87 0.357 9.00 0.534

70 0.7 0.485 38.89 54.0 14.51 0.373 10.00 0.497

75 0.75 0.520 38.91 55.0 14.83 0.381 11.00 0.446

80 0.8 0.555 38.92 56.0 15.15 0.389 12.00 0.517

85 0.85 0.589 38.93 57.0 15.47 0.397 13.00 0.490

90 0.9 0.624 38.95 58.0 15.79 0.405 14.00 -0.061

95 0.95 0.659 38.96 59.0 16.10 0.413 15.00 -0.060

100 1 0.693 38.98 60.0 16.42 0.421 16.00

110 1.1 0.763 39.00 62.0 17.06 0.437 17.00

120 1.2 0.832 39.03 64.0 17.70 0.454 18.00

130 1.3 0.902 39.06 65.0 18.02 0.461 19.00

140 1.4 0.971 39.08 66.0 18.34 0.469 20.00

150 1.5 1.040 39.11 67.5 18.82 0.481

160 1.6 1.110 39.14 68.0 18.98 0.485

170 1.7 1.179 39.17 69.0 19.30 0.493

180 1.8 1.248 39.19 70.4 19.74 0.504

190 1.9 1.318 39.22 71.3 20.03 0.511

200 2 1.387 39.25 72.5 20.42 0.520

210 2.1 1.456 39.28 74.0 20.89 0.532

220 2.2 1.526 39.30 75.2 21.28 0.541

230 2.3 1.595 39.33 76.0 21.53 0.547

240 2.4 1.664 39.36 77.2 21.92 0.557

250 2.5 1.734 39.39 78.3 22.27 0.565

260 2.6 1.803 39.42 79.0 22.49 0.571

270 2.7 1.872 39.44 79.5 22.65 0.574

280 2.8 1.942 39.47 80.0 22.81 0.578

290 2.9 2.011 39.50 80.3 22.90 0.580

300 3 2.080 39.53 80.3 22.90 0.579

310 3.1 2.150 39.56 80.3 22.90 0.579

320 3.2 2.219 39.58 80.3 22.90 0.579

330 3.3 2.288 39.61 80.3 22.90 0.578

340 3.4 2.358 39.64 80.3 22.90 0.578

350 3.5 2.427 39.67 80.3 22.90 0.577

360 3.6 2.497 39.70 80.3 22.90 0.577

370 3.7 2.566 39.72 80.3 22.90 0.577

380 3.8 2.635 39.75 80.5 22.97 0.578

390 3.9 2.705 39.78 80.5 22.97 0.577

ESPECIMEN Nro 1

0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000 10.000 11.000 12.000 13.000 14.000 15.000

0.000

0.100

0.200

0.300

0.400

0.500

DEFORMACI0N AXIAL VS ESFUERZO DESVIADOR

100 KP

DEFORMACION AXIAL %

ES

FU

ER

ZO

DE

SV

IAD

OR

kG

/CM

2

400 4 2.774 39.81 80.5 22.97 0.577

410 4.1 2.843 39.84 80.5 22.97 0.577

420 4.2 2.913 39.87 80.5 22.97 0.576

430 4.3 2.982 39.89 80.5 22.97 0.576

440 4.4 3.051 39.92 79.5 22.65 0.567

450 4.5 3.121 39.95 78.8 22.43 0.561

460 4.6 3.190 39.98 78.0 22.17 0.555

470 4.7 3.259 40.01 78.0 22.17 0.554

480 4.8 3.329 40.04 77.5 22.01 0.550

490 4.9 3.398 40.07 77.0 21.85 0.545

500 5 3.467 40.10 76.4 21.66 0.540

510 5.1 3.537 40.12 76.0 21.53 0.537

520 5.2 3.606 40.15 75.4 21.34 0.531

530 5.3 3.675 40.18 75.2 21.28 0.530

540 5.4 3.745 40.21 75.0 21.21 0.528

550 5.5 3.814 40.24 75.0 21.21 0.527

560 5.6 3.883 40.27 75.0 21.21 0.527

570 5.7 3.953 40.30 75.0 21.21 0.526

580 5.8 4.022 40.33 74.5 21.05 0.522

590 5.9 4.092 40.36 74.5 21.05 0.522

600 6 4.161 40.39 74.5 21.05 0.521

610 6.1 4.230 40.41 74.5 21.05 0.521

620 6.2 4.300 40.44 74.5 21.05 0.521

630 6.3 4.369 40.47 74.2 20.96 0.518

640 6.4 4.438 40.50 74.2 20.96 0.517

650 6.5 4.508 40.53 74.2 20.96 0.517

660 6.6 4.577 40.56 74.2 20.96 0.517

670 6.7 4.646 40.59 74.2 20.96 0.516

680 6.8 4.716 40.62 75.0 21.21 0.522

690 6.9 4.785 40.65 75.5 21.37 0.526

700 7 4.854 40.68 76.0 21.53 0.529

710 7.1 4.924 40.71 77.0 21.85 0.537

720 7.2 4.993 40.74 77.5 22.01 0.540

730 7.3 5.062 40.77 78.0 22.17 0.544

740 7.4 5.132 40.80 78.2 22.23 0.545

750 7.5 5.201 40.83 78.5 22.33 0.547

760 7.6 5.270 40.86 79.0 22.49 0.550

770 7.7 5.340 40.89 79.0 22.49 0.550

780 7.8 5.409 40.92 79.3 22.59 0.552

790 7.9 5.479 40.95 79.5 22.65 0.553

800 8 5.548 40.98 79.5 22.65 0.553

810 8.1 5.617 41.01 79.5 22.65 0.552

820 8.2 5.687 41.04 79.5 22.65 0.552

830 8.3 5.756 41.07 79.5 22.65 0.551

840 8.4 5.825 41.10 79.5 22.65 0.551

850 8.5 5.895 41.13 79.0 22.49 0.547

860 8.6 5.964 41.16 78.8 22.43 0.545

870 8.7 6.033 41.19 78.8 22.43 0.544

880 8.8 6.103 41.22 78.8 22.43 0.544

890 8.9 6.172 41.25 78.8 22.43 0.544

900 9 6.241 41.28 78.8 22.43 0.543

910 9.1 6.311 41.31 78.8 22.43 0.543

920 9.2 6.380 41.34 78.8 22.43 0.542

930 9.3 6.449 41.37 78.2 22.23 0.537

940 9.4 6.519 41.40 77.5 22.01 0.532

950 9.5 6.588 41.43 76.5 21.69 0.524

960 9.6 6.657 41.47 76.0 21.53 0.519

970 9.7 6.727 41.50 75.0 21.21 0.511

980 9.8 6.796 41.53 75.0 21.21 0.511

990 9.9 6.865 41.56 75.0 21.21 0.510

1000 10 6.935 41.59 74.6 21.09 0.507

1010 10.1 7.004 41.62 74.0 20.89 0.502

1020 10.2 7.074 41.65 73.5 20.73 0.498

1030 10.3 7.143 41.68 73.5 20.73 0.497

1040 10.4 7.212 41.71 73.5 20.73 0.497

1050 10.5 7.282 41.74 73.2 20.64 0.494

1060 10.6 7.351 41.78 73.0 20.57 0.493

1070 10.7 7.420 41.81 73.0 20.57 0.492

1080 10.8 7.490 41.84 73.0 20.57 0.492

1090 10.9 7.559 41.87 73.0 20.57 0.491

1100 11 7.628 41.90 73.0 20.57 0.491

1110 11.1 7.698 41.93 73.0 20.57 0.491

1120 11.2 7.767 41.96 73.0 20.57 0.490

1130 11.3 7.836 42.00 73.0 20.57 0.490

1140 11.4 7.906 42.03 73.0 20.57 0.490

1150 11.5 7.975 42.06 73.0 20.57 0.489

1160 11.6 8.044 42.09 73.0 20.57 0.489

1170 11.7 8.114 42.12 73.3 20.67 0.491

1180 11.8 8.183 42.15 73.8 20.83 0.494

1190 11.9 8.252 42.19 74.5 21.05 0.499

1200 12 8.322 42.22 75.0 21.21 0.502

1210 12.1 8.391 42.25 76.0 21.53 0.510

1220 12.2 8.460 42.28 76.8 21.79 0.515

1230 12.3 8.530 42.31 77.0 21.85 0.516

1240 12.4 8.599 42.35 77.6 22.04 0.521

1250 12.5 8.669 42.38 78.0 22.17 0.523

1260 12.6 8.738 42.41 78.3 22.27 0.525

1270 12.7 8.807 42.44 78.6 22.36 0.527

1280 12.8 8.877 42.48 78.8 22.43 0.528

1290 12.9 8.946 42.51 78.8 22.43 0.528

1300 13 9.015 42.54 79.0 22.49 0.529

1310 13.1 9.085 42.57 79.2 22.55 0.530

1320 13.2 9.154 42.61 79.2 22.55 0.529

1330 13.3 9.223 42.64 79.0 22.49 0.527

1340 13.4 9.293 42.67 79.0 22.49 0.527

1350 13.5 9.362 42.70 78.6 22.36 0.524

1360 13.6 9.431 42.74 78.4 22.30 0.522

1370 13.7 9.501 42.77 78.2 22.23 0.520

1380 13.8 9.570 42.80 78.0 22.17 0.518

1390 13.9 9.639 42.83 78.0 22.17 0.518

1400 14 9.709 42.87 78.0 22.17 0.517

1410 14.1 9.778 42.90 78.0 22.17 0.517

1420 14.2 9.847 42.93 78.0 22.17 0.516

1430 14.3 9.917 42.97 77.5 22.01 0.512

1440 14.4 9.986 43.00 77.2 21.92 0.510

1450 14.5 10.055 43.03 76.2 21.60 0.502

1460 14.6 10.125 43.07 75.8 21.47 0.499

1470 14.7 10.194 43.10 75.5 21.37 0.496

1480 14.8 10.264 43.13 75.5 21.37 0.496

1490 14.9 10.333 43.17 75.0 21.21 0.491

1500 15 10.402 43.20 74.8 21.15 0.490

1510 15.1 10.472 43.23 74.2 20.96 0.485

1520 15.2 10.541 43.27 74.0 20.89 0.483

1530 15.3 10.610 43.30 74.0 20.89 0.483

1540 15.4 10.680 43.33 73.5 20.73 0.478

1550 15.5 10.749 43.37 73.5 20.73 0.478

1560 15.6 10.818 43.40 73.5 20.73 0.478

1570 15.7 10.888 43.43 73.2 20.64 0.475

1580 15.8 10.957 43.47 73.0 20.57 0.473

1590 15.9 11.026 43.50 73.0 20.57 0.473

1600 16 11.096 43.54 73.0 20.57 0.473

1610 16.1 11.165 43.57 73.0 20.57 0.472

1620 16.2 11.234 43.60 73.0 20.57 0.472

1630 16.3 11.304 43.64 72.8 20.51 0.470

1640 16.4 11.373 43.67 72.8 20.51 0.470

1650 16.5 11.442 43.71 72.8 20.51 0.469

1660 16.6 11.512 43.74 72.8 20.51 0.469

1670 16.7 11.581 43.77 73.5 20.73 0.474

1680 16.8 11.650 43.81 74.0 20.89 0.477

1690 16.9 11.720 43.84 74.8 21.15 0.482

1700 17 11.789 43.88 75.5 21.37 0.487

1710 17.1 11.859 43.91 76.0 21.53 0.490

1720 17.2 11.928 43.95 77.0 21.85 0.497

1730 17.3 11.997 43.98 78.0 22.17 0.504

1740 17.4 12.067 44.02 78.5 22.33 0.507

1750 17.5 12.136 44.05 78.8 22.43 0.509

1760 17.6 12.205 44.09 79.0 22.49 0.510

1770 17.7 12.275 44.12 79.4 22.62 0.513

1780 17.8 12.344 44.16 79.4 22.62 0.512

1790 17.9 12.413 44.19 79.8 22.75 0.515

1800 18 12.483 44.23 79.8 22.75 0.514

1810 18.1 12.552 44.26 79.8 22.75 0.514

1820 18.2 12.621 44.30 79.8 22.75 0.513

1830 18.3 12.691 44.33 79.8 22.75 0.513

1840 18.4 12.760 44.37 79.8 22.75 0.513

1850 18.5 12.829 44.40 79.5 22.65 0.510

1860 18.6 12.899 44.44 79.5 22.65 0.510

1870 18.7 12.968 44.47 79.5 22.65 0.509

1880 18.8 13.037 44.51 79.5 22.66 0.509

1890 18.9 13.107 44.54 79.2 22.55 0.506

1900 19 13.176 44.58 79.2 22.55 0.506

1910 19.1 13.245 44.61 79.2 22.55 0.506

1920 19.2 13.315 44.65 79.0 22.49 0.504

1930 19.3 13.384 44.69 78.8 22.43 0.502

1940 19.4 13.454 44.72 78.5 22.33 0.499

1950 19.5 13.523 44.76 77.5 22.01 0.492

1960 19.6 13.592 44.79 77.0 21.85 0.488

1970 19.7 13.662 44.83 76.8 21.79 0.486

1980 19.8 13.731 44.87 76.8 21.79 0.486

1990 19.9 13.800 44.90 76.0 21.53 0.480

2000 20 13.870 44.94 75.8 21.47 0.478

2010 20.1 13.939 44.97 75.3 21.31 0.474

2020 20.2 14.008 45.01 75.0 21.21 0.471

2030 20.3 14.078 45.05 74.8 21.15 0.469

2040 20.4 14.147 45.08 74.6 21.09 0.468

2050 20.5 14.216 45.12 74.0 20.89 0.463

2060 20.6 14.286 45.16 74.0 20.89 0.463

2070 20.7 14.355 45.19 74.0 20.89 0.462

2080 20.8 14.424 45.23 74.0 20.89 0.462

2090 20.9 14.494 45.27 74.0 20.89 0.462

2100 21 14.563 45.30 74.0 20.89 0.461

2110 21.1 14.632 45.34 -2.75 -0.061

2120 21.2 14.702 45.38 -2.75 -0.061

2130 21.3 14.771 45.41 -2.75 -0.061

2140 21.4 14.840 45.45 -2.75 -0.061

2150 21.5 14.910 45.49 -2.75 -0.061

2160 21.6 14.979 45.52 -2.75 -0.060

2170 21.7 15.049 45.56 -2.75 -0.060

2180 21.8 15.118 45.60 -2.75 -0.060

2190 21.9 15.187 45.64 -2.75 -0.060

2200 22 15.257 45.67 -2.75 -0.060

0.000 1.000 2.000 3.000 4.000 5.000 6.000 7.000 8.000 9.000 10.000 11.000 12.000 13.000 14.000 15.000

0.000

0.100

0.200

0.300

0.400

0.500


100 KP

DEFORMACION AXIAL %

ES

FU

ER

ZO

DE

SV

IAD

OR

kG

/CM

2

%DEF (K) 00.00 00.05 00.10 00.20 00.35 00.50 00.75 01.00 01.25 01.50 01.75

0.000 0.100 0.209 0.260 0.325 0.379 0.420 0.468 0.504 0.530 0.565%DEF(Variable) 0.000 0.0347 0.0693 0.1734 0.3467 0.4854 0.6935 0.9709 1.2483 1.4563 1.7337def-A 0.000 0 0.0347 0.0693 0.3467 0.9709 15.257 15.257 15.257 15.257 15.257

def-B 0.000 0 0.035 0.1387 0.4508 1.2483 15.257 15.257 15.257 15.257 15.257

Esf-Desv 0.000 0.069 0.1436 0.2341 0.3242 0.373 0.4214 0.4692 0.5038 0.532 0.5653

Esf-Desv A 0.000 0 0.0693 0.1436 0.3242 0.4692 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603

Esf-Desv B 0.000 0 0.0693 0.2095 0.3567 0.5038 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603

1 %DEF 2 -0.020 0.030 0.080 0.180 0.330 0.480 0.730 0.980 1.230 1.480 1.730

2 %DEF 3 0.010 0.060 0.110 0.210 0.360 0.510 0.760 1.010 1.260 1.510 1.760

02.00 02.50 03.00 03.50 04.00 05.00 06.00 07.00 08.00 09.00 10.00 11.00 12.00 13.00 14.00

0.575 0.547 0.522 0.451 0.416 0.386 0.348 0.274 0.222 0.205 0.154 0.099 0.071 0.031 -0.0131.9417 1.8724 1.8724 1.4563 1.387 1.4563 1.5257 1.2483 1.1096 1.387 1.2483 0.9709 1.2483 1.2483 0.970915.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257

15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257

0.5779 0.577 0.5757 0.5402 0.5264 0.5403 0.5449 0.507 0.4892 0.5276 0.5097 0.4733 0.5041 0.5093 0.4738

-0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603

-0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603

1.980 2.480 2.980 3.480 3.980 4.980 5.980 6.980 7.980 8.980 9.980 10.980 11.980 12.980 13.980

2.010 2.510 3.010 3.510 4.010 5.010 6.010 7.010 8.010 9.010 10.010 11.010 12.010 13.010 14.010

15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00

#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A

15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257

15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257 15.257

-0.0605 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603

-0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603

-0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603

14.980 15.980 16.980 17.980 18.980 19.980 20.980 21.980 22.980 23.980 24.980 25.980 26.980 27.980 28.980

15.010 16.010 17.010 18.010 19.010 20.010 21.010 22.010 23.010 24.010 25.010 26.010 27.010 28.010 29.010

30.00 31.00 32.00 33.00 34.00 35.00

#N/A #N/A #N/A #N/A #N/A #N/A#N/A #N/A #N/A #N/A #N/A #N/A

15.257 15.257 15.257 15.257 15.257 15.257

15.257 15.257 15.257 15.257 15.257 15.257 0.0-0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 7.0-0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 12.0-0.0603 -0.0603 -0.0603 -0.0603 -0.0603 -0.0603 15.029.980 30.980 31.980 32.980 33.980 34.980 18.030.010 31.010 32.010 33.010 34.010 35.010 21.0

22.624.025.526.027.028.029.029.530.031.031.031.531.531.832.032.038.041.043.545.048.050.052.053.555.556.059.561.564.066.268.270.073.075.076.077.679.681.082.584.586.088.089.591.0

92.092.593.594.095.095.096.096.597.598.098.599.2

100.0100.5100.5101.0101.0101.5101.5101.5101.5101.8101.8101.8101.8102.0102.0102.0102.5103.0103.5104.5105.9106.9107.0108.0109.0109.8110.5111.5113.0114.5115.0115.0117.0117.0117.5118.0118.0118.2118.3118.5118.5118.5118.5118.5118.5118.5

118.5118.5118.5118.5118.5118.5118.0117.5117.5117.5117.5117.2117.0116.6116.5116.0116.0115.0114.5114.5114.0114.0113.8113.8113.8114.0114.5115.5115.5116.0116.5117.2118.0118.2119.0119.5120.2120.8121.3122.0122.0122.0121.2120.5120.0119.5119.0118.0117.5117.0116.5116.2115.8115.2115.0114.0113.0112.0

111.0111.0110.5110.0109.5109.0108.0108.5107.0106.5105.5105.2104.0104.0104.0103.5103.0102.5102.0101.5101.0


FICAPROYECTO CONSTRUCCION DE FACULTAD DE MEDICINAUBICACIÓN: PUNO PUNO PUNO FECHASOLICITANTE: OFICINA DE ARQUITECTURA Y CONSTRUCCIONES. 19 ENERO 2007

MUESTRA Nª M-3 PERFORACION Nª 2

PROFUNDIDAD 2

CLASIFICACION SUCS MLInalterada X

( NORMA ASTM D -2850 )Remoldeada

19.14% DENDIDAD HUMEDA 2.06

ALTURA (cm) 14.42 VELOCIDAD CARGA (mm/min) 1.42

DIAMETRO (cm) 7.02 PRESION DE CELDA (Kg/cm2) 1.00

Deform. Esf. Desv. o1 P Q Q/P Oblicuidad(%) (Kg/cm2) (Kg/cm2) (Kg/cm2) (Kg/cm2) (o1/o3)0.00 0.00 1.00 1.00 0.00 0.00 1.000.05 0.10 1.10 1.05 0.05 0.05 1.100.10 0.18 1.18 1.09 0.09 0.08 1.180.20 0.25 1.25 1.13 0.13 0.11 1.250.35 0.33 1.33 1.16 0.16 0.14 1.330.50 0.38 1.38 1.19 0.19 0.16 1.380.75 0.43 1.43 1.22 0.22 0.18 1.431.00 0.48 1.48 1.24 0.24 0.19 1.481.25 0.50 1.50 1.25 0.25 0.20 1.501.50 0.54 1.54 1.27 0.27 0.21 1.541.75 0.57 1.57 1.28 0.28 0.22 1.572.00 0.58 1.58 1.29 0.29 0.22 1.582.50 0.58 1.58 1.29 0.29 0.22 1.583.00 0.57 1.57 1.29 0.29 0.22 1.573.50 0.53 1.53 1.27 0.27 0.21 1.534.00 0.52 1.52 1.26 0.26 0.21 1.525.00 0.54 1.54 1.27 0.27 0.21 1.546.00 0.54 1.54 1.27 0.27 0.21 1.547.00 0.49 1.49 1.25 0.25 0.20 1.498.00 0.48 1.48 1.24 0.24 0.19 1.489.00 0.53 1.53 1.27 0.27 0.21 1.53

10.00 0.50 1.50 1.25 0.25 0.20 1.5011.00 0.45 1.45 1.22 0.22 0.18 1.4512.00 0.52 1.52 1.26 0.26 0.21 1.52

X Y

ENSAYO DE COMPRESION TRIAXIAL NO CONSOLIDADO - NO DRENADO

(UU)

Estado de la muestra de suelo

CONTENIDO HUMEDAD

UNIVERSIDAD NACIONAL DEL ALTIPLANOFACULTAD DE INGENIERIA CIVIL Y ARQUITECTURA

Carlos Jesus Huanca CondoriTécnico de Laboratorio

Carlos Jesus Huanca CondoriTécnico de Laboratorio

DEF %

0.00 0.000

ALTURA INICIAL (mm) ###PRESION 200

0.05 0.146

DIAMETRO 7.07 0.10 0.266

AREA 39.26 0.20 0.441

0.35 0.601

0.50 0.685DIAL DEFDEF. mm DEF % AREA A' DIAL CARGA P(kg) Esf. Desv. 0.75 0.764

0 0 0.00 39.26 0.0 0.00 0.00 1.00 0.8055 0.05 0.04 39.27 22.0 4.28 0.11 1.25 0.825

10 0.1 0.07 39.29### 33.0 7.80 0.20 1.50 0.84215 0.15 0.11 39.30 43.0 10.99 0.28 1.75 0.86220 0.2 0.14 39.31 52.0 13.87 0.35 2.00 0.87725 0.25 0.18 39.33 59.0 16.10 0.41 2.50 0.89130 0.3 0.21 39.34 65.0 18.02 0.46 3.00 0.89735 0.35 0.25 39.36 71.0 19.94 0.51 3.50 0.88640 0.4 0.28 39.37 76.0 21.53 0.55 4.00 0.86345 0.45 0.32 39.38 80.0 22.81 0.58 5.00 0.84550 0.5 0.35 39.40 83.0 23.77 0.60 6.00 0.89855 0.55 0.39 39.41 86.0 24.72 0.63 7.00 0.90960 0.6 0.42 39.43 89.0 25.68 0.65 8.00 0.81865 0.65 0.46 39.44 91.5 26.48 0.67 9.00 0.89570 0.7 0.50 39.45 93.5 27.12 0.69 10.00 0.87775 0.75 0.53 39.47 95.0 27.59 0.70 11.00 0.85080 0.8 0.57 39.48 97.0 28.23 0.72 12.00 0.83585 0.85 0.60 39.50 98.5 28.71 0.73 13.0090 0.9 0.64 39.51 99.5 29.03 0.73 14.0095 0.95 0.67 39.52 101.0 29.51 0.75 15.00

100 1 0.71 39.54 102.0 29.83 0.75110 1.1 0.78 39.57 104.0 30.47 0.77120 1.2 0.85 39.59 106.0 31.10 0.79130 1.3 0.92 39.62 107.5 31.58 0.80140 1.4 0.99 39.65 108.6 31.93 0.81150 1.5 1.06 39.68 109.4 32.19 0.81160 1.6 1.13 39.71 110.4 32.51 0.82170 1.7 1.20 39.74 111.0 32.70 0.82180 1.8 1.27 39.76 111.5 32.86 0.83190 1.9 1.34 39.79 112.0 33.02 0.83200 2 1.42 39.82 112.5 33.18 0.83210 2.1 1.49 39.85 113.5 33.49 0.84220 2.2 1.56 39.88 114.2 33.72 0.85230 2.3 1.63 39.91 114.8 33.91 0.85240 2.4 1.70 39.94 115.4 34.10 0.85250 2.5 1.77 39.97 116.4 34.42 0.86260 2.6 1.84 39.99 117.0 34.61 0.87270 2.7 1.91 40.02 117.4 34.74 0.87280 2.8 1.98 40.05 118.0 34.93 0.87290 2.9 2.05 40.08 118.8 35.18 0.88300 3 2.12 40.11 119.5 35.41 0.88310 3.1 2.19 40.14 120.0 35.57 0.89320 3.2 2.26 40.17 120.4 35.69 0.89330 3.3 2.34 40.20 120.8 35.82 0.89340 3.4 2.41 40.23 121.3 35.98 0.89350 3.5 2.48 40.26 121.3 35.98 0.89360 3.6 2.55 40.28 121.3 35.98 0.89370 3.7 2.62 40.31 121.8 36.14 0.90380 3.8 2.69 40.34 122.0 36.20 0.90390 3.9 2.76 40.37 122.4 36.33 0.90400 4 2.83 40.40 122.5 36.36 0.90410 4.1 2.90 40.43 122.5 36.36 0.90420 4.2 2.97 40.46 122.5 36.36 0.90430 4.3 3.04 40.49 122.5 36.36 0.90440 4.4 3.11 40.52 122.5 36.36 0.90450 4.5 3.18 40.55 122.1 36.24 0.89460 4.6 3.26 40.58 122.0 36.20 0.89470 4.7 3.33 40.61 121.5 36.04 0.89480 4.8 3.40 40.64 121.5 36.04 0.89490 4.9 3.47 40.67 121.5 36.04 0.89500 5 3.54 40.70 121.5 36.04 0.89510 5.1 3.61 40.73 121.5 36.04 0.89520 5.2 3.68 40.76 121.5 36.04 0.88530 5.3 3.75 40.79 121.5 36.04 0.88540 5.4 3.82 40.82 121.5 36.04 0.88550 5.5 3.89 40.85 121.5 36.04 0.88

ESPECIMEN Nro 2 ESF.DESV.

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00

0.00

0.50


200 KP

DEFORMACION AXIAL %

ES

FU

ER

ZO

DE

SV

IAD

OR

kG

/CM

2

º

560 5.6 3.96 40.88 121.5 36.04 0.88570 5.7 4.03 40.91 120.8 35.82 0.88580 5.8 4.10 40.94 120.0 35.57 0.87590 5.9 4.18 40.97 119.8 35.50 0.87600 6 4.25 41.00 119.8 35.50 0.87610 6.1 4.32 41.03 119.2 35.31 0.86620 6.2 4.39 41.06 119.2 35.31 0.86630 6.3 4.46 41.09 119.2 35.31 0.86640 6.4 4.53 41.12 119.2 35.31 0.86650 6.5 4.60 41.15 119.0 35.25 0.86660 6.6 4.67 41.18 119.0 35.25 0.86670 6.7 4.74 41.21 119.0 35.25 0.86680 6.8 4.81 41.24 119.0 35.25 0.85690 6.9 4.88 41.27 119.0 35.25 0.85700 7 4.95 41.30 119.0 35.25 0.85710 7.1 5.02 41.33 119.4 35.38 0.86720 7.2 5.10 41.37 119.8 35.50 0.86730 7.3 5.17 41.40 120.0 35.57 0.86740 7.4 5.24 41.43 120.4 35.69 0.86750 7.5 5.31 41.46 120.8 35.82 0.86760 7.6 5.38 41.49 121.2 35.95 0.87770 7.7 5.45 41.52 121.8 36.14 0.87780 7.8 5.52 41.55 122.0 36.20 0.87790 7.9 5.59 41.58 122.8 36.46 0.88800 8 5.66 41.61 123.6 36.71 0.88810 8.1 5.73 41.65 124.0 36.84 0.88820 8.2 5.80 41.68 124.5 37.00 0.89830 8.3 5.87 41.71 125.0 37.16 0.89840 8.4 5.94 41.74 125.2 37.22 0.89850 8.5 6.02 41.77 125.2 37.22 0.89860 8.6 6.09 41.80 125.8 37.41 0.90870 8.7 6.16 41.83 126.0 37.48 0.90880 8.8 6.23 41.87 126.0 37.48 0.90890 8.9 6.30 41.90 126.2 37.54 0.90900 9 6.37 41.93 126.2 37.54 0.90910 9.1 6.44 41.96 126.2 37.54 0.89920 9.2 6.51 41.99 126.2 37.54 0.89930 9.3 6.58 42.02 126.2 37.55 0.89940 9.4 6.65 42.06 126.0 37.48 0.89950 9.5 6.72 42.09 126.0 37.48 0.89960 9.6 6.79 42.12 125.5 37.32 0.89970 9.7 6.86 42.15 125.0 37.16 0.88980 9.8 6.94 42.18 125.0 37.16 0.88990 9.9 7.01 42.22 125.0 37.16 0.88

1000 10 7.08 42.25 125.0 37.16 0.881010 10.1 7.15 42.28 125.0 37.16 0.881020 10.2 7.22 42.31 125.0 37.16 0.881030 10.3 7.29 42.34 125.0 37.16 0.881040 10.4 7.36 42.38 125.0 37.16 0.881050 10.5 7.43 42.41 125.0 37.16 0.881060 10.6 7.50 42.44 124.5 37.00 0.871070 10.7 7.57 42.47 124.0 36.84 0.871080 10.8 7.64 42.51 123.4 36.65 0.861090 10.9 7.71 42.54 123.0 36.52 0.861100 11 7.78 42.57 123.0 36.52 0.861110 11.1 7.86 42.60 123.0 36.52 0.861120 11.2 7.93 42.64 123.0 36.52 0.861130 11.3 8.00 42.67 122.8 36.46 0.851140 11.4 8.07 42.70 122.8 36.46 0.851150 11.5 8.14 42.74 122.8 36.46 0.851160 11.6 8.21 42.77 122.8 36.46 0.851170 11.7 8.28 42.80 122.8 36.46 0.851180 11.8 8.35 42.84 122.8 36.46 0.851190 11.9 8.42 42.87 122.8 36.46 0.851200 12 8.49 42.90 122.8 36.46 0.851210 12.1 8.56 42.93 123.0 36.52 0.851220 12.2 8.63 42.97 123.2 36.59 0.851230 12.3 8.70 43.00 123.8 36.78 0.861240 12.4 8.78 43.03 124.0 36.84 0.861250 12.5 8.85 43.07 124.6 37.03 0.86

1260 12.6 8.92 43.10 125.0 37.16 0.861270 12.7 8.99 43.13 125.4 37.29 0.861280 12.8 9.06 43.17 125.8 37.41 0.871290 12.9 9.13 43.20 126.5 37.64 0.871300 13 9.20 43.24 126.8 37.73 0.871310 13.1 9.27 43.27 127.3 37.89 0.881320 13.2 9.34 43.30 127.8 38.05 0.881330 13.3 9.41 43.34 128.2 38.18 0.881340 13.4 9.48 43.37 128.8 38.37 0.881350 13.5 9.55 43.40 129.0 38.43 0.891360 13.6 9.62 43.44 129.3 38.53 0.891370 13.7 9.70 43.47 129.5 38.59 0.891380 13.8 9.77 43.51 129.5 38.59 0.891390 13.9 9.84 43.54 129.5 38.59 0.891400 14 9.91 43.58 129.8 38.69 0.891410 14.1 9.98 43.61 129.8 38.69 0.891420 14.2 10.05 43.64 129.8 38.69 0.891430 14.3 10.12 43.68 129.8 38.69 0.891440 14.4 10.19 43.71 129.8 38.69 0.891450 14.5 10.26 43.75 129.8 38.69 0.881460 14.6 10.33 43.78 129.0 38.43 0.881470 14.7 10.40 43.82 128.8 38.37 0.881480 14.8 10.47 43.85 128.8 38.37 0.881490 14.9 10.54 43.89 128.4 38.24 0.871500 15 10.62 43.92 128.4 38.24 0.871510 15.1 10.69 43.96 128.4 38.24 0.871520 15.2 10.76 43.99 128.4 38.24 0.871530 15.3 10.83 44.03 128.4 38.24 0.871540 15.4 10.90 44.06 128.4 38.24 0.871550 15.5 10.97 44.10 128.4 38.24 0.871560 15.6 11.04 44.13 128.0 38.12 0.861570 15.7 11.11 44.17 127.4 37.92 0.861580 15.8 11.18 44.20 126.8 37.73 0.851590 15.9 11.25 44.24 126.8 37.73 0.851600 16 11.32 44.27 126.8 37.73 0.851610 16.1 11.39 44.31 126.0 37.48 0.851620 16.2 11.46 44.34 126.0 37.48 0.851630 16.3 11.54 44.38 126.0 37.48 0.841640 16.4 11.61 44.41 126.0 37.48 0.841650 16.5 11.68 44.45 126.0 37.48 0.841660 16.6 11.75 44.48 126.0 37.48 0.841670 16.7 11.82 44.52 126.0 37.48 0.841680 16.8 11.89 44.56 126.0 37.48 0.841690 16.9 11.96 44.59 126.0 37.48 0.841700 17 12.03 44.63 126.0 37.48 0.841710 17.1 12.10 44.66 126.0 37.48 0.841720 17.2 12.17 44.70 126.2 37.54 0.841730 17.3 12.24 44.74 127.0 37.80 0.841740 17.4 12.31 44.77 127.0 37.80 0.841750 17.5 12.38 44.81 128.0 38.12 0.851760 17.6 12.46 44.84 128.5 38.28 0.851770 129.0 38.431780 129.5 38.591790 130.4 38.881800 131.2 39.141810 131.8 39.331820 132.4 39.521830 132.8 39.651840 133.2 39.771850 133.2 39.771860 133.5 39.871870 133.8 39.961880 133.8

1890 133.8

1900 133.8

1910 133.8

1920 133.8

1930 133.8

1940 133.8

1950 133.8

1960 133.8

1970 133.8

1980 132.5

1990 132.5

2000 132.5

2010 132.5

2020 132.5

2030 132.5

2040 132.5

2050 132.5

2060 132.0

2070 131.0

2080 130.5

2090 130.0

2100 130.0

0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00

0.00

0.50


200 KP

DEFORMACION AXIAL %

ES

FU

ER

ZO

DE

SV

IAD

OR

kG

/CM

2

º

CAPACIDAD DE CARGA ADMISIBLE.

SONDEO S-1

OBRA: FACULTAD DE MEDICINA LUGAR: PUNO

Parámetros e hipótesis de Cálculo

donde :C' : 2/3 de Cohesión bajo la zapata

Y1 : `Peso específico de la cimentación .Y2 : `Peso específico por encima de la cimentación .

B : Ancho de zapata.Nc', Nq', NY' Factores de capacidad de carga.

La capacidad de carga admisible del suelo esta dado por :

qa= donde :

qa : capacidad de carga admisibleqd : capacidad de carga últimaFS : Factor de seguridad.

Se hace el análisis de capacidad de carga admisible:

FS = 3, valor establecido para estructuras permanentes.Zapatas Cuadradas

A partir del ensayo de compresión triaxial, los valores son:

Cohesión = 0.056 kg/cm2Ang. Friccion = 20.000 º

Y1 0.774 gr/cm3Y2 1.774 gr/cm3

Nc = 17.69Nq = 7.44Ny = 6.14B = 200 cm

NOTA: Considerando que NY=0 , el ancho de la zapata no influye en la capacidad portante última del suelo variando solo en función a su profundidad.

qa = Capacidad portante Admisible en Kg/cm2 (zapatas cuadradas)

PROF.

Z (cm)50 2.45 0.82

100 2.74 0.91110 2.79 0.93130 2.91 0.97150 3.02 1.01160 3.08 1.03170 3.14 1.05180 3.20 1.07200 3.31 1.10

q C N D N B Nd c f q 13 0 41 2. .' ' ' ' '

qdFS

q Kg cma ( / )2q Kg cmd ( / )2


FICAPROYECTO CONSTRUCCION DE FACULTAD DE MEDICINAUBICACIÓN: PUNO PUNO PUNO FECHASOLICITANTE: OFICINA DE ARQUITECTURA Y CONSTRUCCIONES. 19 ENERO 2007

Muestra Nro. M-3 Perforación 2

PROFUNDIDAD 2

Clasificacion (SUCS) MLInalterada X


CONTENIDO HUMEDAD 19.14% DENDIDAD HUMEDA 2.06

ALTURA (cm) 14.13 1.42

DIAMETRO (cm) 7.07 PRESION DE CELDA (Kg/cm2) 2.00

Deform. Esf. Desv. o1 P Q Q/P Oblicuidad(%) (Kg/cm2) (Kg/cm2) (Kg/cm2) (Kg/cm2) (o1/o3)0.00 0.00 2.00 2.00 0.00 0.00 1.000.05 0.15 2.15 2.07 0.07 0.04 1.070.10 0.27 2.27 2.13 0.13 0.06 1.130.20 0.44 2.44 2.22 0.22 0.10 1.22

0.35 0.60 2.60 2.30 0.30 0.13 1.300.50 0.69 2.69 2.34 0.34 0.15 1.340.75 0.76 2.76 2.38 0.38 0.16 1.381.00 0.80 2.80 2.40 0.40 0.17 1.401.25 0.83 2.83 2.41 0.41 0.17 1.411.50 0.84 2.84 2.42 0.42 0.17 1.421.75 0.86 2.86 2.43 0.43 0.18 1.432.00 0.88 2.88 2.44 0.44 0.18 1.442.50 0.89 2.89 2.45 0.45 0.18 1.453.00 0.90 2.90 2.45 0.45 0.18 1.453.50 0.89 2.89 2.44 0.44 0.18 1.444.00 0.86 2.86 2.43 0.43 0.18 1.435.00 0.85 2.85 2.42 0.42 0.17 1.426.00 0.90 2.90 2.45 0.45 0.18 1.457.00 0.91 2.91 2.45 0.45 0.19 1.458.00 0.82 2.82 2.41 0.41 0.17 1.419.00 0.89 2.89 2.45 0.45 0.18 1.45

10.00 0.88 2.88 2.44 0.44 0.18 1.4411.00 0.85 2.85 2.42 0.42 0.18 1.4212.00 0.84 2.84 2.42 0.42 0.17 1.42

X Y

ENSAYO DE COMPRESION TRIAXIAL NO CONSOLIDADO -

NO DRENADO (UU)


VELOCIDAD CARGA (mm/min)


DEF %

0.00 0.000

ALTURA INICIAL (mm ###PRESION 400

0.05 0.115

DIAMETRO 7.02 0.10 0.188

AREA 38.71 0.20 0.299

0.35 0.4050.50 0.485

DIAL DEFDEF. mm DEF % AREA A'DIAL CARGAP(kg) Esf. Desv 0.75 0.5460 0.000 0.000 38.705 0.0 0.000 0.000 1.00 0.5735 0.050 0.037 38.719 20.0 3.643 0.094 1.25 0.588

10 0.100 0.073 38.733 ### 27.0 5.881 0.152 1.50 0.58715 0.150 0.110 38.748 33.0 7.799 0.201 1.75 0.58120 0.200 0.146 38.762 39.0 9.716 0.251 2.00 0.57825 0.250 0.183 38.776 43.0 10.994 0.284 2.50 0.56530 0.300 0.220 38.790 47.0 12.272 0.316 3.00 0.55635 0.350 0.256 38.804 51.0 13.550 0.349 3.50 0.54340 0.400 0.293 38.819 54.0 14.508 0.374 4.00 0.54045 0.450 0.329 38.833 57.0 15.466 0.398 5.00 0.52250 0.500 0.366 38.847 59.0 16.105 0.415 6.00 0.51755 0.550 0.403 38.861 61.8 16.999 0.437 7.00 0.51660 0.600 0.439 38.876 64.0 17.701 0.455 8.00 0.50465 0.650 0.476 38.890 66.0 18.340 0.472 9.00 0.48570 0.700 0.512 38.904 68.0 18.979 0.488 10.00 0.51475 0.750 0.549 38.919 69.0 19.298 0.496 11.00 0.50280 0.800 0.586 38.933 70.0 19.617 0.504 12.00 0.47885 0.850 0.622 38.947 71.5 20.096 0.516 13.0090 0.900 0.659 38.962 73.0 20.575 0.528 14.0095 0.950 0.695 38.976 74.0 20.894 0.536 15.00

100 1.000 0.732 38.990 75.0 21.213 0.544110 1.100 0.805 39.019 76.0 21.532 0.552120 1.200 0.878 39.048 77.0 21.851 0.560130 1.300 0.952 39.077 78.0 22.171 0.567140 1.400 1.025 39.106 79.0 22.490 0.575150 1.500 1.098 39.135 79.8 22.745 0.581160 1.600 1.171 39.164 80.5 22.968 0.586170 1.700 1.245 39.193 80.8 23.064 0.588180 1.800 1.318 39.222 80.8 23.064 0.588190 1.900 1.391 39.251 80.8 23.064 0.588200 2.000 1.464 39.280 80.8 23.064 0.587210 2.100 1.537 39.309 80.8 23.064 0.587220 2.200 1.611 39.339 80.8 23.064 0.586230 2.300 1.684 39.368 80.8 23.064 0.586240 2.400 1.757 39.397 80.5 22.968 0.583250 2.500 1.830 39.427 80.5 22.968 0.583260 2.600 1.903 39.456 80.3 22.905 0.581270 2.700 1.977 39.485 80.3 22.905 0.580280 2.800 2.050 39.515 80.3 22.905 0.580290 2.900 2.123 39.545 80.0 22.809 0.577300 3.000 2.196 39.574 80.0 22.809 0.576310 3.100 2.269 39.604 79.5 22.649 0.572320 3.200 2.343 39.633 79.5 22.649 0.571330 3.300 2.416 39.663 79.5 22.649 0.571340 3.400 2.489 39.693 79.3 22.585 0.569350 3.500 2.562 39.723 79.0 22.490 0.566360 3.600 2.635 39.753 78.8 22.426 0.564370 3.700 2.709 39.783 78.8 22.426 0.564380 3.800 2.782 39.813 78.8 22.426 0.563390 3.900 2.855 39.843 78.8 22.426 0.563400 4.000 2.928 39.873 78.8 22.426 0.562410 4.100 3.001 39.903 78.8 22.426 0.562420 4.200 3.075 39.933 78.8 22.426 0.562430 4.300 3.148 39.963 78.0 22.171 0.555440 4.400 3.221 39.993 78.0 22.171 0.554450 4.500 3.294 40.023 78.0 22.171 0.554460 4.600 3.367 40.054 77.8 22.107 0.552470 4.700 3.441 40.084 77.8 22.107 0.552480 4.800 3.514 40.115 77.8 22.107 0.551490 4.900 3.587 40.145 77.2 21.915 0.546500 5.000 3.660 40.176 77.0 21.851 0.544510 5.100 3.734 40.206 77.0 21.851 0.543520 5.200 3.807 40.237 76.8 21.788 0.541530 5.300 3.880 40.267 76.8 21.788 0.541

540 5.400 3.953 40.298 76.8 21.788 0.541

ESPECIMEN Nro 3

0.000 2.000 4.000 6.000 8.000 10.000 12.000

0.000

1.000

2.000

3.000

4.000

5.000


400 KP

DEFORMACION AXIAL %

ES

FU

ER

ZO

DE

SV

IAD

OR

kG

/CM

2

550 5.500 4.026 40.329 76.8 21.788 0.540

560 5.600 4.100 40.360 76.8 21.788 0.540

570 5.700 4.173 40.390 76.8 21.788 0.539

580 5.800 4.246 40.421 76.8 21.788 0.539

590 5.900 4.319 40.452 76.8 21.788 0.539

600 6.000 4.392 40.483 76.8 21.788 0.538

610 6.100 4.466 40.514 76.8 21.788 0.538

620 6.200 4.539 40.545 76.8 21.788 0.537

630 6.300 4.612 40.576 76.8 21.788 0.537

640 6.400 4.685 40.608 76.8 21.788 0.537

650 6.500 4.758 40.639 76.8 21.788 0.536

660 6.600 4.832 40.670 76.8 21.788 0.536

670 6.700 4.905 40.701 76.0 21.532 0.529

680 6.800 4.978 40.733 76.0 21.532 0.529

690 6.900 5.051 40.764 75.4 21.341 0.524

700 7.000 5.124 40.796 75.2 21.277 0.522

710 7.100 5.198 40.827 75.2 21.277 0.521

720 7.200 5.271 40.859 75.2 21.277 0.521

730 7.300 5.344 40.890 75.2 21.277 0.520

740 7.400 5.417 40.922 75.2 21.277 0.520

750 7.500 5.490 40.954 75.2 21.277 0.520

760 7.600 5.564 40.985 75.2 21.277 0.519

770 7.700 5.637 41.017 75.2 21.277 0.519

780 7.800 5.710 41.049 75.2 21.277 0.518

790 7.900 5.783 41.081 75.2 21.277 0.518

800 8.000 5.857 41.113 75.2 21.277 0.518

810 8.100 5.930 41.145 75.2 21.277 0.517

820 8.200 6.003 41.177 75.2 21.277 0.517

830 8.300 6.076 41.209 75.2 21.277 0.516

840 8.400 6.149 41.241 75.2 21.277 0.516

850 8.500 6.223 41.273 75.2 21.277 0.516

860 8.600 6.296 41.305 75.2 21.277 0.515

870 8.700 6.369 41.338 75.2 21.277 0.515

880 8.800 6.442 41.370 75.2 21.277 0.514

890 8.900 6.515 41.403 75.2 21.277 0.514

900 9.000 6.589 41.435 75.2 21.277 0.514

910 9.100 6.662 41.467 75.2 21.277 0.513

920 9.200 6.735 41.500 75.2 21.277 0.513

930 9.300 6.808 41.533 75.2 21.277 0.512

940 9.400 6.881 41.565 75.8 21.468 0.516

950 9.500 6.955 41.598 75.8 21.468 0.516

960 9.600 7.028 41.631 75.8 21.468 0.516

970 9.700 7.101 41.664 75.8 21.468 0.515

980 9.800 7.174 41.696 75.8 21.468 0.515

990 9.900 7.247 41.729 75.8 21.468 0.5141000 10.000 7.321 41.762 75.8 21.468 0.514

1010 10.100 7.394 41.795 75.8 21.468 0.514

1020 10.200 7.467 41.828 75.8 21.468 0.513

1030 10.300 7.540 41.861 75.8 21.468 0.513

1040 10.400 7.613 41.895 75.8 21.468 0.512

1050 10.500 7.687 41.928 75.8 21.468 0.512

1060 10.600 7.760 41.961 75.8 21.468 0.512

1070 10.700 7.833 41.994 75.5 21.373 0.509

1080 10.800 7.906 42.028 75.5 21.373 0.509

1090 10.900 7.980 42.061 75.5 21.373 0.508

1100 11.000 8.053 42.095 75.5 21.373 0.508

1110 11.100 8.126 42.128 75.0 21.213 0.504

1120 11.200 8.199 42.162 75.0 21.213 0.503

1130 11.300 8.272 42.196 75.0 21.213 0.503

1140 11.400 8.346 42.229 75.0 21.213 0.502

1150 11.500 8.419 42.263 75.0 21.213 0.502

1160 11.600 8.492 42.297 75.0 21.213 0.502

1170 11.700 8.565 42.331 75.0 21.213 0.501

1180 11.800 8.638 42.365 75.0 21.213 0.501

1190 11.900 8.712 42.399 75.0 21.213 0.500

1200 12.000 8.785 42.433 75.0 21.213 0.500

1210 12.100 8.858 42.467 75.0 21.213 0.500

1220 12.200 8.931 42.501 75.0 21.213 0.499

1230 12.300 9.004 42.535 75.0 21.213 0.499

1240 12.400 9.078 42.569 75.2 21.277 0.500

1250 12.500 9.151 42.604 75.2 21.277 0.499

1260 12.600 9.224 42.638 75.2 21.277 0.499

1270 12.700 9.297 42.672 75.2 21.277 0.499

1280 12.800 9.370 42.707 75.2 21.277 0.498

1290 12.900 9.444 42.741 75.5 21.373 0.500

1300 13.000 9.517 42.776 75.5 21.373 0.500

1310 13.100 9.590 42.811 76.0 21.532 0.503

1320 13.200 9.663 42.845 76.5 21.692 0.506

1330 13.300 9.736 42.880 76.5 21.692 0.506

1340 13.400 9.810 42.915 76.5 21.692 0.505

1350 13.500 9.883 42.950 76.8 21.788 0.507

1360 13.600 9.956 42.985 76.8 21.788 0.507

1370 13.700 10.029 43.020 77.0 21.851 0.508

1380 13.800 10.102 43.055 77.0 21.851 0.508

1390 13.900 10.176 43.090 77.0 21.851 0.507

1400 14.000 10.249 43.125 77.4 21.979 0.510

1410 14.100 10.322 43.160 77.4 21.979 0.509

1420 14.200 10.395 43.195 77.4 21.979 0.509

1430 14.300 10.469 43.231 77.8 22.107 0.511

1440 14.400 10.542 43.266 77.8 22.107 0.511

1450 14.500 10.615 43.301 77.8 22.107 0.511

1460 14.600 10.688 43.337 77.8 22.107 0.510

1470 14.700 10.761 43.372 77.8 22.107 0.510

1480 14.800 10.835 43.408 77.8 22.107 0.509

1490 14.900 10.908 43.444 77.8 22.107 0.509

1500 15.000 10.981 43.479 77.8 22.107 0.508

1510 15.100 11.054 43.515 77.8 22.107 0.508

1520 15.200 11.127 43.551 77.8 22.107 0.508

1530 15.300 11.201 43.587 77.8 22.107 0.507

1540 15.400 11.274 43.623 77.8 22.107 0.507

1550 15.500 11.347 43.659 77.8 22.107 0.506

1560 15.600 11.420 43.695 77.8 22.107 0.506

1570 15.700 11.493 43.731 77.8 22.107 0.506

1580 15.800 11.567 43.767 77.8 22.107 0.505

1590 15.900 11.640 43.804 77.5 22.011 0.502

1600 16.000 11.713 43.840 77.5 22.011 0.502

1610 16.100 11.786 43.876 77.5 22.011 0.502

1620 16.200 11.859 43.913 77.0 21.851 0.498

1630 16.300 11.933 43.949 77.0 21.851 0.497

1640 16.400 12.006 43.986 77.0 21.851 0.497

1650 16.500 12.079 44.023 77.0 21.851 0.496

1660 16.600 12.152 44.059 77.0 21.851 0.496

1670 16.700 12.225 44.096 77.0 21.851 0.496

1680 16.800 12.299 44.133 77.0 21.851 0.495

1690 16.900 12.372 44.170 77.0 21.851 0.495

1700 17.000 12.445 44.207 77.5 22.011 0.498

1710 77.8 22.107

1720 78.0 22.171

1730 78.0 22.171

1740 79.2 22.554

1750 79.6 22.681

1760 80.3 22.905

1770 80.8 23.064

1780 81.0 23.128

1790 81.4 23.256

1800 81.4

1810 81.4

1820 81.4

1830 81.4

1840 81.4

1850 81.4

1860 81.4

1870 81.2

1880 81.2

1890 81.2

1900 81.0

1910 81.0

1920 81.0

1930 81.0

1940 81.0

1950 81.0

1960 81.0

1970 81.0

1980 81.0

1990 80.6

2000 80.4

2010 80.4

2020 80.4

2030 80.2

2040 80.2

2050 80.2

2060 79.8

2070 79.8

2080 79.8

2090 79.8

2100 79.8

INTERPOLACION10.97 2.47

11 2.466 RESULTADO11.04 2.46

0.000 2.000 4.000 6.000 8.000 10.000 12.000

0.000

1.000

2.000

3.000

4.000

5.000


400 KP

DEFORMACION AXIAL %

ES

FU

ER

ZO

DE

SV

IAD

OR

kG

/CM

2



UBICACIÓN: PUNO PUNO PUNO FECHA

SOLICITANTE: OFICINA DE ARQUITECTURA Y CONSTRUCCIONES. 19 ENERO 2007

Muestra Nro. M-3 Perforación 2

PROFUNDIDAD 2

Clasificacion (SUCS) MLInalterada X


CONTENIDO HUMEDAD 19.14% DENDIDAD HUMEDA 2.06

ALTURA (cm) 13.66 1.42

DIAMETRO (cm) 7.02 4.00

Deform. Esf. Desv. o1 P Q Q/P Oblicuidad(%) (Kg/cm2) (Kg/cm2) (Kg/cm2) (Kg/cm2) (o1/o3)

0.00 0.00 4.00 4.00 0.00 0.00 1.000.05 0.12 4.12 4.06 0.06 0.01 1.030.10 0.19 4.19 4.09 0.09 0.02 1.050.20 0.30 4.30 4.15 0.15 0.04 1.070.35 0.40 4.40 4.20 0.20 0.05 1.100.50 0.49 4.49 4.24 0.24 0.06 1.120.75 0.55 4.55 4.27 0.27 0.06 1.141.00 0.57 4.57 4.29 0.29 0.07 1.141.25 0.59 4.59 4.29 0.29 0.07 1.151.50 0.59 4.59 4.29 0.29 0.07 1.151.75 0.58 4.58 4.29 0.29 0.07 1.152.00 0.58 4.58 4.29 0.29 0.07 1.142.50 0.56 4.56 4.28 0.28 0.07 1.143.00 0.56 4.56 4.28 0.28 0.06 1.143.50 0.54 4.54 4.27 0.27 0.06 1.144.00 0.54 4.54 4.27 0.27 0.06 1.145.00 0.52 4.52 4.26 0.26 0.06 1.136.00 0.52 4.52 4.26 0.26 0.06 1.137.00 0.52 4.52 4.26 0.26 0.06 1.138.00 0.50 4.50 4.25 0.25 0.06 1.139.00 0.49 4.49 4.24 0.24 0.06 1.12

10.00 0.51 4.51 4.26 0.26 0.06 1.1311.00 0.50 4.50 4.25 0.25 0.06 1.1312.00 0.48 4.48 4.24 0.24 0.06 1.12

ENSAYO DE COMPRESION TRIAXIAL NO CONSOLIDADO -

NO DRENADO (UU)


VELOCIDAD CARGA (mm/min)

PRESION DE CELDA (Kg/cm2)




UBICACIÓN PUNO PUNO PUNO FECHA

solicitado 19 ENERO 2007


PROFUNDIDAD 2





OFICINA DE ARQUITECTURA Y CONSTRUCCIONES.


0.0

0

0.2

5

0.5

0

0.7

5

1.0

0

1.2

5

1.5

0

1.7

5

2.0

0

2.2

5

2.5

0

2.7

5

3.0

0

3.2

5

3.5

0

3.7

5

4.0

0

4.2

5

4.5

0

4.7

5

5.0

0

5.2

5

5.5

0

5.7

5

6.0

0

6.2

5

6.5

0

6.7

5

7.0

0

7.2

5

7.5

0

7.7

5

8.0

0

8.2

5

8.5

0

8.7

5

9.0

0

9.2

5

9.5

0

9.7

5

10

.00

0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

0.80

0.90

1.00

1.10

1.20

1.30

1.40

1.50DEFORMACI0N AXIAL vs. ESFUERZO DESVIADOR

Column S

Column T

Column S

DEFORMACION AXIAL %

ES

FU

ER

ZO

DE

SV

IA

DO

R K

g/c

m2





MUESTRA Nº M-3 PERFORACION 2 PROFUNDIDAD 2






0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

0.80

0.85

0.90

0.95

1.00

f(x) = − 0.0871608895848648 x + 0.668512357748

CIRCULO DE MOHR

ESFUERZO AXIAL (Kg/cm2)

ES

FU

ER

ZO

DE

CO

RT

E (

Kg

/cm

2)

Cohesion : C = 0.2700 Kg/cm2 Angulo de Fricion : f = 5, 000 º

Cohesion : C = 0.2700 Kg/cm2 Angulo de Fricion : f = 5, 000 º



#REF!

#REF!

#REF!

#REF!

#REF!

#REF!

PORCENTAJE DE HUMEDAD NATURAL0 Nº DE ENSAYOS 1 2 3 4 51 Nº DE TARAS B'-4 B`-2 B-32 PESO DE TARAS 15.42 16.75 12.583 SUELO HUMEDO +T 165.40 180.7 122.44 SUELO SECO +T 138.50 153.25 105.45 % DE HUMEDAD 21.86 20.11 18.32 20.09

PROMEDIO 20.09CARACTERISTICAS VOLUMETRICAS DE LA MUESTRA

6 PESO DE MUESTRA HUMEDO EN AIRE 205.00 211.00 289.007 PESO MUESTRA HUMEDO MAS PARAFINA EN AIR 211.40 216.20 304.408 PESO MUESTRA HUMEDO MAS PARAFINA EN AG 86.70 88.80 120.709 VOL. MASA MAS VOL. VACIOS MAS PARAFINA 124.70 127.40 183.70

### PESO DE PARAFINA 6.40 5.20 15.40### VOLUMEN DE PARAFINA 7.36 5.98 17.70### VOLUMEN NETO DE LA MUESTRA 117.34 121.42 166.00### PESO DE SOLIDO SECO 160.20 168.57 236.07### VOLUMEN DE MASA 72.54 78.99 113.07### PE BULK ( BASE SECA) 1.365 1.388 1.422### PE BULK ( BASE SATURADA) 1.747 1.738 1.741 1.742### PE APARENTE ( BASE SECA) 1.328 1.280 1.241 1.283### % DE POROSIDAD 61.77 53.72 46.81### % DE VACIOS MAS % DE AGUA 83.62 73.83 65.13### % PORCENTAJE DE SOLIDOS 16.38 26.17 34.87


LABORATORIO DE MECANICA DE SUELOS Y MATERIALESAV. FLORAL (CUIDAD UNIVERSITARIA)

PROYECTO : ESTUDIO GEOTECNICO DE AREA DE CONSTRUCCION DE CEPRE-UNA

SOLICITANTE : OFICINA DE ARQUITECTURA Y CONSTRUCCIONES.

UBICACIÓN : DEP.PUNO PROV. PUNO, DISTRITOS PUNO.

LUGAR : JR. ACORA SEGUNDA CUADRA S/N

CALICATA : 02 TOPOGRAFIA

MUESTRA : CALICATA Nº 02 MUESTRA Nº 03 (C-02; M-03)

PORCENTAJE DE HUMEDAD NATURAL0 Nº DE ENSAYOS 1 2 3 4 51 Nº DE TARAS 7 8 1 42 PESO DE TARAS 13.80 13.78 12.98 12.743 SUELO HUMEDO +T 80.00 107.59 67.4 80.44 SUELO SECO +T 68.70 92.66 58.45 70.115 % DE HUMEDAD 20.58 18.93 19.68 17.94 19.28

PROMEDIOCARACTERISTICAS VOLUMETRICAS DE LA MUESTRA

6 PESO DE MUESTRA HUMEDO EN AIRE 131.10 208.10 238.10 241.807 PESO MUESTRA HUMEDO MAS PARAFINA EN AIR 133.50 212.40 241.50 243.58 PESO MUESTRA HUMEDO MAS PARAFINA EN AG 55.40 87.50 102.40 102.49 VOL. MASA MAS VOL. VACIOS MAS PARAFINA 78.10 124.90 139.10 141.10

### PESO DE PARAFINA 2.40 4.30 3.40 1.70### VOLUMEN DE PARAFINA 2.76 4.94 3.91 1.95### VOLUMEN NETO DE LA MUESTRA 75.34 119.96 135.19 139.15### PESO DE SOLIDO SECO 104.12 168.71 191.23 198.43### VOLUMEN DE MASA 48.36 80.57 88.33 95.78### PE BULK ( BASE SECA) 1.382 1.406 1.415 1.426### PE BULK ( BASE SATURADA) 1.740 1.735 1.761 1.738 1.743### PE APARENTE ( BASE SECA) 1.292 1.252 1.279 1.232 1.264### % DE POROSIDAD 55.80 48.89 53.06 45.28### % DE VACIOS MAS % DE AGUA 76.38 67.81 72.74 63.22### % PORCENTAJE DE SOLIDOS 23.62 32.19 27.26 36.78



PERFIL ESTRATIGRAFICO#REF!#REF!#REF! FECHA : ENERO -2007#REF! TECNICO : FPC#REF!#REF! ING. RESP.:

CALICATA Nº 02Calicata Nº 02 ( cm )

M-01 0.0 30.0 LADO : CM-02 30.0 140.0 NIVEL FRIATICO : 0 cmM-03 140.0 200.0M-04M-05

Df (m) SIMBOLOGIA DESCRIPCION

30.00 0.30 0.30140.00 1.40 1.10200.00 2.00 0.60

0.00 0.00 0.000.00 0.00 0.00

m

CL

AS

IFIC

AC

ION

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.8

1.9

2.0

0.30

1.10

0.60

EN ESTA CAPA SE ENCUENTRA ARCILLA CON MEZCLA DE LIMOS FINOS ESTA EN ESTADO DE DESINTEGRACION , EN ESTE ESTRATO PARA IMPLANTAR CIMENTACION SE RECOMIENDA ZAPATA INTERCONECTADAS.POR QUE NO ES BIEN FIRME EL SUELO TIENE FUERTE ASENTAMIENTO.

EN ESTA CAPA SE ENCUENTRA ARCILLA CON MEZCLA DE ARENAS Y LIMOS FINAS, ESTE ESTRATO NO ESTA CONSOLIDADO

SE ENCUENTRA MATERIAL ALTERADO CON PRESENCIA DE PASTOS, RAICES Y MATERIALES ORGANICOS TIENE FRAGMENTO DE ROCAS ALTERADAS



estudio triaxial

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