Page 44 - Estudio Geológico Geotécnico - Arrazayal

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COMPPIEsloN UNIAXIAL CON MEDICION DE DEFOF"ACIONES
MAQUINA DE ENSAYOS: lBEPIT-TEST (600 KN)
vELoc,iDAD DE CABGA: 5o NEv\rTON/SEG
PF}OY ECTC): ARFIAZAYAL FECHA: 9\97
DATOS PB0BETA PAPIA ENSAYOS
LITC)LOGIA: CUABZ0 LIMO APIENISCA
CONDIcloN: F}OCA INTACTA
POZO: S2 lAPIGO: 11.5 cni LtD: 2.4.0
PBOF: 21.91\23.38 mts (C20) DIAM.: 4..80 cm
MUESTPIA N°: 1 SECC.: 18.10 cm2

DATOS ESTAMPILLAS EXTENSOMETF}lcAS
MAPCA: HBM
LARGO: 30mm K= 2.06 POSICION: LONGITUDINAL

FUEr]zA TENsioN DEFot}MAcioN DEFORMAcloN sEccloN MODULO DE
(kN) (Mpa) LONGIT. TRANSV. TRANSV. DEFof"AcloN
LECTURE E[1 ^-6] LECTURE E[1 ^.6] CoFIF`EG. (M pa)

0.0000 0.00 0.00 0.00 0.00 18.1020
i .0610 355.00 355.00 0.00 0.00 1 8.1 020 2988.83
2.0219 700.00 700.00 0.00 0C'O 1 8 1 082 2888 39
4.1141 i 300.00 1300.00 0.00 0.00 18.1191 3164.73
5.3811 1750.00 1 750.C)0 0.00 0fJO 181273 3074 89
6, 6.8681 21 1 0.00 2110.00 0.00 0.00 18.1338 3255.02
8.7847 2459.00 2459.00 a.00 0.00 18.1402 3572.46
1 1 .01 42 3100.00 3100.00 0.00 0.C'0 18.1518 3552.98
13.1887 3500.00 3500.00 0.00 0.00 18.159Jl 3768 21
1 5.331 i 3999.00 3999.00 0.00 0.00 18.1682 3833.74
1 5.5877 4283.00 4283.00 0.00 0.00 18.1734 3639.42
17.9163 4632.00 4632.00 0.00 0.00 18.1798 3867.94
20.8418 5290.00 5290.00 0.00 0.00 1 8 1 91 8 3939 86
21.7570 5820.00 5820.00 0.00 0.00 18.2015 3738.32
23.7618 6300.00 6300.00 0.00 COO 18.2103 3771 71
25.26Ci4 6810.OC' 6810.00 0.00 060 18.2196 3709 31
27.3331 7500.00 7500.00 0.00 c'60 18.2323 36 '1.1. `12
30.2211 9100.00 9100.00 0.00 0.00 18.2618 3321.00
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