5.triaxial uu
DESCRIPTION
contoh perhitungan triaxial metode uuTRANSCRIPT
-
KEMENTERIAN PENDIDIKAN DAN KEBUDAYAAN
UNIVERSITAS MALIKUSSALEH
FAKULTAS TEKNIK
Proyek : L0 : 7 cm
PEMERIKSAAN TRIAXIAL METODE U-U
FAKULTAS TEKNIK
LABORATORIUM TEKNIK SIPIL
Jl. Batam No.2 Kampus Bukit Indah Blang Pulo - Kota Lhokseumawe
Proyek : L0 : 7 cm
Peneliti : Kalibrasi : 1.082 kg/div
Luas Sampel : 9.348 3 : 1.5
Sped Control : 4
Waktu
Deform
dial.L
0.001 L/L
koreksi
Luas A1
Teg.
Deviator 1
= P/A1
egangan
normal
1/3
Beban
dial
Beban
Sampel 1-0.001 L/L0
(detik) (Units) (cm) (Units) (kg) (cm2) kg/cm
2kg/cm
2
1 2 4 5 6 7 9 10
0 0 0 0.00 0.000 1.000 0.00 0.00
0.15 22 0 0.00 0.000 1.000 0.00 0.00
0.30 67 0 0.00 0.001 0.999 0.00 0.00
0.45 113 0 0.00 0.002 0.998 0.00 0.00
Luas A1
= P/A1
1/3
3 8
0.00 9.35
0.00 9.35
dial Sampel 1-
0.01 9.36
0.01 9.360.45 113 0 0.00 0.002 0.998 0.00 0.00
1.00 156 0 0.00 0.002 0.998 0.00 0.00
1.15 210 0 0.00 0.003 0.997 0.00 0.00
1.30 265 0 0.00 0.004 0.996 0.00 0.00
1.45 325 0 0.00 0.005 0.995 0.00 0.00
2.00 382 0 0.00 0.005 0.995 0.00 0.00
2.15
2.30
0.01 9.36
0.02 9.37
0.02 9.38
0.03 9.38
0.03 9.39
0.04 9.40
2.30
2.45
3.00
3.15
3.30
3.45
4.00
4.154.15
4.30
4.45
Minor Principal Stress (3) : 1.5 kg/cm2
Pertambahan Tegangan : 0.00 kg/cm2Pertambahan Tegangan : 0.00 kg/cm
Major Principal Stress (1) : 1.50 kg/cm2
-
1.00
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
Beb
an S
amp
el (
kg)
0.00
0.10
0.20
0.30
0.000 0.001 0.002 0.003 0.004 0.005 0.006
Beb
an S
amp
el (
kg)
strain
1.00
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
Dev
iato
r st
ress
(kg
/cm
2)
0.00
0.10
0.20
0.30
0.000 0.001 0.002 0.003 0.004 0.005 0.006
Dev
iato
r st
ress
(kg
/cm
2)
strain
0.50
0.60
0.70
0.80
0.90
1.00
Tega
nga
n n
orm
al (
kg/c
m2
)
0.00
0.10
0.20
0.30
0.40
0.50
0.000 0.001 0.002 0.003 0.004 0.005 0.006
Tega
nga
n n
orm
al (
kg/c
m2
)
strain strain
-
0.60
0.80
1.00
1.20
1.40
1.60
Ma
jor
Pri
nci
pa
l S
tre
ss (
1
) (k
g/c
m2)
0.00
0.20
0.40
0.60
0 0.5 1 1.5 2Ma
jor
Pri
nci
pa
l S
tre
ss (
Minor Principal Stress (3) (kg/cm2)
=0
45
C = kg/cm2 0.000