Page 240 - Estudio Geológico Geotécnico - Arrazayal

NDAcloNES

5i6-L-6|E]6Tj
P' E C I A L E S
COMPF}ESION UNIAXIAL CON MEDICION bE DEFOF]MACIONES
MAQUINA DE ENSAYOS: lBERT-TEST (600 KN)
VELoCIDAD DE CABGA: 5o NE\/\rTON/SEG
PF]OYECTO : Af]FIAZAYAL FECHA: 10\97
DATOS PBOBETA PAPIA ENSAYOS
LiTOLOGiA: AF]ENlscA LiMOsA rrERciAPlio)
CONDICION: PIOCA INTACTA
POZO: 6~C19 lAF]GO: 12 cm uD: 2.50
PBOF: 18.70 -20.30 DIAM.: 4.80
wiuESTFIAN°: 1 SECC.: 18.10 cm

DATOS ESTAMPILLAS EXTENSOMETBICAS
MABCA: HBM
LARGO: 5omm K= 2.o6 POSICION:LONGITUDINAL

FUEfRA TENsioN DEFORmAcioN DEFORMAcioN sEccloN MODulo DE
loNalT. TRANsV. TRANsV. DEFORMAcioN
(KN) (Mpa)
LECTURA E[l^-6] LECTUR E[1^-6| COBREa. (Mi]a)

0.0000 0.00 0.00 0.00 18.0974
0..2763 loo.00 1 00.00 0.00 1 8 0974 27G3. I t
0.5526 1 9C). 00 190.00 0.00 1 8.0990 2908.24
0.8288 290.00 290.00 0.00 18.loos 2857.84
1.1049 434 00 434.00 0.00 18.1034 2545.90
i .Solo 491.00 491.00 0.00 18.1045 28t 2.53
1.9332 679.00 679.00 0.00 18. ' 079 2847.16
2.4851 844.00 844.00 0.00 18.1109 2944.44
2.7608 goo.00 goo 00 0.00 18.1119 3067.53
3.5888 1180.00 118C).00 0.00 18.1170 3041.36
4.1398 1350.00 1350.00 0.00 18.1200 3066.50
4.8909 1522.00 1522.00 0.00 18.1232 3082.09
5.2419 1700.cO 1 -,00.00 0.00 18.1264 3083.48
5.7927 1890.00 1890.00 0.00 18.i 298 3084.90
6.3431 2050.00 2050.00 0.00 18.1327 3094.21
8.8938 2210.00 2210.00 000 18.1357 3119.28
7.4439 2300.00 2300.00 a.00 1 8 1 373 3236.48
7.9948 2400.00 2400.00 000 1 8 1 391 3331.07
8.545' 2600.C'0 2600.00 000 18.1427 3286.57
8.8 I 90 2820.cO 2820.00 0.00 1 8.1 J67 3127.29
9.3681 3000.00 30C)a.00 0.00 18.1500 3122.69
9.9173 3150.00 31 50. cO 0.00 18.1528 3148.38
10.46S7 3350.00 3350.00 0.00 18.1564 3' 24.40
11.0164 3eoo`cO 3800.00 0.00 18.1610 3060.83
I 2.1138 3800.00 3800.00 0.00 18.16.'6 3187. 87
13.3226 4210.00 4210.00 a.00 181721 31 04 62
14.8580 4764.00 4764.00 0.00 1 8 1 822 3118.80
15.9497 5200.00 5a.00.00 0.00 18.1902 3067.24
i 7.5918 5850.00 5850,00 0.00 18.2021 3007.17
16.1298 6100.00 6100.00 0.00 18.2066 2972.10
20.3223 6800.00 6800.00 0.00 18.2195 2988.57
22.5034 7500.00 7500.00 0.00 18.2323 3000.45
25.7784 8500.00 8500 00 0.00 18.2507 3032.75

3039.84