Page 40 - Estudio Geológico Geotécnico - Arrazayal

UNDAcloNES

SPECIALES

C.lcLO (ROT.)
CC)MPBESION UNIAXIAL CON MEDICION DE DEFOF"ACIONES
MAQUINA DE ENSAYOS: lBEF3T-TEST (600 KN)
VELOCIDAD DE CAPIGA: 50 NEWTON/SEG
PF]C)YECTO: AF]RAZAYAL FECHA: 9\97
DATOS PF]OBETA PAPA ENSAYOS
UTOLOQIA: CONTACTO AFIENISCA ARCILLITA {AREl.HSCA-GRAN. FINO)
CONDIcloN: PIOCA INTACTA
POZO: SI LARGO: 11.5 cm L,rD., 2.39
PBOF: 39.07\40.58 mts (C20) DIAM.: 4.82 cm
MUESTRA N°: 1 SECC.: 18.25 cm2

DATOS ESTAMPILLAS EXTENSOMETBICAS
MABCA: HBM
LjA`BGO: 30mm K= 2.06 POSICION: LONGITUDINAL

FUEfizA TENSIoi.I DEFot"ACION DEFORwiACION SECCION MODULO DE
(KN) (Mpa) LONGIT. TRAtlsv. TF]ANSV. DEFOF!MAcloN
LECTURA E[1^-6| LECTURAEtl^-6] CORREG. (Mpa)

0.0000 0.00 0.00 0.00 000 18.2512
0.9865 250.00 250.00 0.00 0.00 18.2512 3945 92
1.9177 525.00 525.00 0.00 0.00 1 8 2563 3652.72
3.9439 1 1 00. 00 1100.00 0.00 0.00 18.2668 3585.32
5.3649 1 600.00 1600.00 0.00 COO 18.2759 3353 08
6.6207 1980.00 1980.00 0.00 0.00 18.2829 3343.80
9.1342 2450.00 245C).00 0.00 0.00 18.2915 3728.26
10.9340 2866.00 2866.00 0.00 0.00 18.2991 38`' 5 09
i 3.0607 3300.00 3300.00 0.00 0.00 18.3071 3957.80
15.2946 3680.00 3680.00 0.00 0.00 18 3141 4156.15
1 7.41 83 4280.00 4280.00 0.00 0.00 18.3251 4069.69
18.9903 4750.00 4750.00 0.00 0.00 18.3338 3997.96
20.6177 5240.00 5240.00 0.00 0.00 18 3428 3934 67
21.5343 5600.00 5600.00 0.00 0.00 18.3J194 3845 42
22.3985 5999.00 5999.00 0.00 000 18.3568 3733.71
23.5335 6380.00 6380.00 0.00 0.00 18.3638 3688.64
24.8314 6710.00 6710.00 0.00 0.00 18.3699 3700166
25.6941 6850.00 6850.00 0.00 0.00 18.3725 3750.97
27.1057 7250.00 7250.00 a.00 0.00 18.3799 3738.71
28.1829 7533.00 7533.00 0.00 0C)O 18.3852 3741 26
29.1539 7845.00 7845.00 0.00 0.00 18.Solo 3716.24
29.9604 8100.00 8100.00 0.00 000 18.3957 3698 81
31.1486 8375.00 8375.00 0.00 0.00 18.4008 3719.24
31.7378 8580.00 8580.00 0.00 0.00 18.4046 3699.04
32.8722 8755.00 8755.00 0.00 0.00 18.4078 3754 68
34.71 35 8956.00 8956.00 0.00 0.00 18.4116 3876.00
34.8694 9250.00 9250.00 0.00 0.00 18.4170 3769.66
35.5649 9600.00 9600.00 0.00 0.00 18.4236 3704 68

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