Page 238 - Estudio Geológico Geotécnico - Arrazayal

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RIDACIONES

PECIALES
COMPBESION UNIAXIAL CON MEblcION DE DEFORMACIONES
MAQUINA DE ENSAYOS: lBEBT-TEST {6o0 KN)
VELOCIDAD DE CAPIGA: 50 NEVITON/SEG
PROYECT : ARRAZAYAL FECHA: 10/97
DATOS PBOBETA PAPIA ENSAYOS
UTOLOGIA: AF]ENISCA LIMOSA ITEPIC.lAF]lo)
CONDICION: PIOCA INTACTA
POZO: 4/C17 lAF}GO: 11.8 cm uD: 2.46
PROP: 19.03/20.63 DIAM.: 4.80
MUESTPIAN°: 2 SECC... 18.10 cm

DATOS ESTAMPILLAS EXTENSOMETF]lcAS
MABCA: HBM
LARGO: 50mm K= 2.06 POSICION:LONGITUDINAL

FUEfm TENsioN DEFORMAcioN DEFORMAcioN sEccloN MODULo bE
loNQiT. TnANsv. TRANsv. DEFORMAcloN
(KN) (Mpa)
LECTURE E[1^-6] LECTUR E|1^-6| CoRFIEa. (Mpa)

0.00 0.0000 a.00 0.00 0.00 18.0908
1.00 0.5526 180.00 180.00 0.00 18.0988 3070.12
1.25 0.6907 220.00 220 (10 0.00 18.0996 3139.33
1.80 o.8945 318.00 318.00 0.00 18.1013 3127.36
2,25 1 .2430 400.00 400.00 0.00 i 8.1028 3107.51
2.45 1.3534 430.Clo 430 00 0.00 18.1034 3147.40
3.00 1.6572 550.CIO 550 00 0.00 18.1055 3013.00
4.12 2.2755 750.00 750.00 0. 0', 18.1092 3034.o6
5.25 2.8991 930.00 930.00 0.00 18.1124 3117.30
6.80 3.7543 1200.00 1200.00 0.00 18.1173 3128.61
7.80 4.3053 136o.00 1360.00 0.00 I 8 1 202 3165.64
9.20 5.0772 160o.00 I GOO. C'O 0.00 16.1246 3' 73.25
10.20 5.6277 1800.00 i 800.00 0.00 18.1282 31 26 51
1 o.40 5.7389 1850.00 1850.00 0.00 18.1291 Slot.04
11.50 6.3434 1880.00 1 980 00 0.00 18.1315 3203.73
12.05 7.C)871 2200.00 2200.00 0. OC) 1 8. t 355 322i .42
13.60 7.4991 2300.00 2300.00 O.OC' 1 8.1 373 3280.48
13.90 7.6838 2450.00 2450.00 0.00 10.1400 3128.07
14.70 8.1036 2sOO.00 2500.00 0.00 18.1 `109 3241.45
16.50 9.0955 2700.00 2700 00 0. Cro 18.144G 3368.89
1 8.00 9.6203 2900 00 2900.00 0.00 18.1482 3420.80
1 §.00 1 0. 4694 3000 00 3000.00 0.00 i 8. 1 5C'C' 3489.79
24.00 13.2231 3270.00 3270.00 0.00 18.1549 4043.77
e8.00 15.4228 3cOO.00 3600.00 0.00 0.00 i 81810 4284 I 1
3300 1 8 1 709 3900.00 3900.00 0.00 C'.00 18.1664 4659.19
30. C'0 20 01 77 4300.00 4300 00 0.00 0.00 1 8.1 737 4864.58
41.00 2.2 5600 4550.00 4550.00 0.00 0.00 18.1783 4958.25
4400 24.2047 4850.00 4850.00 0.00 0.00 1 8. i 838 4990.68
46.o0 25.2973 5150.00 5150.00 a.00 0.00 18.1892 491 2.1 0
49.00 `289390 5390.00 5380.00 000 0.00 1 8, 1 936 4997.96
5£.00 28.5814 5780.00 5780 00 0C)0 0.00 18.£008 49,'4.88
57.C)0 31 31 7'.) 63oo.00 6300 0r) 000 000 1 8 21 03 4971.0'
6rJ 00 32 9484 6750.00 6750 00 '`.1 [)0 0.OC' 1 8 21 85 4881.24

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