uniaxial rock bh 3 sample 5a
DESCRIPTION
FORMATO PARA ENSAYO UNIAXIALTRANSCRIPT
Recorded Data
Pagina 1
23.50
1.00000
P P dP s Poissonme me me kN kN me me kN --- me-3 4 6 -0.70 -0.70 0 0 0.00 0.00 0-3 5 6 -0.60 -0.60 1 1 0.10 0.04 -1.000 -1-2 4 6 1.20 1.20 4 0 1.90 0.81 0-2 5 6 1.80 1.80 4 1 2.50 1.06 -0.143 -1-3 5 6 1.40 1.40 3 1 2.10 0.89 -0.167 -1-2 4 6 1.50 1.50 4 0 2.20 0.94 0-2 5 6 1.40 1.40 4 1 2.10 0.89 -0.125 -1-2 5 6 2.20 2.20 4 1 2.90 1.23 -0.125 -160 0 5 7.30 7.30 40 -3 8.00 3.40 0.063 3
262 -78 -4 17.00 17.00 217 -46 17.70 7.53 0.212 46831 -252 -58 23.20 23.20 842 -160 23.90 10.17 0.190 160
1328 -427 -128 24.40 24.40 1345 -283 25.10 10.68 0.210 2831538 -509 -147 22.80 22.80 1570 -333 23.50 10.00 0.212 3331404 -466 -125 23.30 23.30 1431 -301 24.00 10.21 0.210 3011379 -450 -121 23.60 23.60 1401 -291 24.30 10.34 0.207 2911371 -443 -118 23.70 23.70 1390 -286 24.40 10.38 0.205 2861353 -433 -115 24.10 24.10 1370 -279 24.80 10.55 0.204 2791337 -426 -112 24.00 24.00 1352 -274 24.70 10.51 0.203 2741322 -419 -109 24.20 24.20 1336 -269 24.90 10.60 0.201 2691305 -414 -107 24.30 24.30 1319 -266 25.00 10.64 0.201 2661295 -410 -105 24.30 24.30 1307 -263 25.00 10.64 0.201 2631278 -404 -102 24.30 24.30 1288 -258 25.00 10.64 0.200 2581272 -401 -102 24.30 24.30 1282 -257 25.00 10.64 0.200 2571256 -395 -100 24.30 24.30 1265 -253 25.00 10.64 0.200 2531246 -391 -98 24.30 24.30 1254 -250 25.00 10.64 0.199 2501240 -389 -97 24.30 24.30 1247 -248 25.00 10.64 0.199 2481229 -384 -95 24.30 24.30 1234 -245 25.00 10.64 0.198 2451219 -382 -93 24.30 24.30 1225 -243 25.00 10.64 0.198 2431205 -377 -93 24.30 24.30 1211 -240 25.00 10.64 0.198 2401202 -376 -92 24.30 24.30 1206 -239 25.00 10.64 0.198 2391190 -372 -91 24.30 24.30 1196 -237 25.00 10.64 0.198 2371189 -370 -90 24.30 24.30 1193 -235 25.00 10.64 0.197 2351177 -367 -89 24.30 24.30 1181 -233 25.00 10.64 0.197 2331171 -364 -88 24.30 24.30 1173 -231 25.00 10.64 0.197 2311167 -363 -88 24.30 24.30 1169 -231 25.00 10.64 0.197 2311157 -359 -86 24.30 24.30 1158 -228 25.00 10.64 0.197 2281154 -358 -86 24.30 24.30 1156 -227 25.00 10.64 0.196 2271143 -355 -86 24.30 24.30 1142 -226 25.00 10.64 0.198 2261140 -354 -85 24.30 24.30 1137 -225 25.00 10.64 0.197 2251134 -350 -85 24.30 24.30 1133 -223 25.00 10.64 0.196 2231131 -350 -85 24.30 24.30 1127 -223 25.00 10.64 0.198 2231123 -347 -83 24.30 24.30 1119 -220 25.00 10.64 0.197 2201115 -345 -82 24.30 24.30 1113 -219 25.00 10.64 0.196 2191116 -344 -81 24.30 24.30 1111 -218 25.00 10.64 0.196 2181107 -343 -82 24.30 24.30 1103 -218 25.00 10.64 0.197 2181106 -341 -81 24.30 24.30 1100 -216 25.00 10.64 0.196 2161094 -338 -81 24.30 24.30 1092 -215 25.00 10.64 0.197 215
cm2
kN/me
(e2)A (e3)R (e4)R (de)A(1-2) (de)R(3-4) -(de)R(3)
N/mm2
Recorded Data
Pagina 2
1094 -337 -79 24.30 24.30 1088 -213 25.00 10.64 0.196 2131087 -335 -80 24.30 24.30 1084 -213 25.00 10.64 0.196 2131085 -334 -78 24.30 24.30 1080 -211 25.00 10.64 0.195 2111080 -332 -77 24.30 24.30 1074 -210 25.00 10.64 0.195 2101071 -331 -76 24.30 24.30 1068 -209 25.00 10.64 0.195 2091070 -329 -75 24.30 24.30 1065 -207 25.00 10.64 0.194 2071065 -327 -75 24.30 24.30 1059 -206 25.00 10.64 0.195 2061065 -326 -74 24.30 24.30 1052 -205 25.00 10.64 0.195 2051055 -325 -74 24.30 24.30 1046 -205 25.00 10.64 0.196 2051055 -323 -74 24.30 24.30 1044 -204 25.00 10.64 0.195 2041050 -325 -74 24.30 24.30 1038 -205 25.00 10.64 0.197 2051047 -323 -72 24.30 24.30 1033 -203 25.00 10.64 0.196 2031043 -322 -73 24.30 24.30 1031 -203 25.00 10.64 0.197 2031036 -321 -73 24.30 24.30 1024 -202 25.00 10.64 0.197 2021036 -320 -72 24.30 24.30 1023 -201 25.00 10.64 0.197 2011030 -318 -72 24.30 24.30 1020 -200 25.00 10.64 0.196 2001031 -317 -71 24.30 24.30 1019 -199 25.00 10.64 0.195 1991021 -315 -71 24.30 24.30 1012 -198 25.00 10.64 0.196 1981019 -315 -71 24.30 24.30 1010 -198 25.00 10.64 0.196 1981017 -313 -70 24.30 24.30 1004 -197 25.00 10.64 0.196 1971015 -312 -70 24.30 24.30 1001 -196 25.00 10.64 0.196 1961012 -313 -70 24.30 24.30 1000 -197 25.00 10.64 0.197 1971004 -310 -70 24.30 24.30 993 -195 25.00 10.64 0.196 1951005 -310 -69 24.30 24.30 992 -195 25.00 10.64 0.196 1951001 -310 -69 24.30 24.30 989 -195 25.00 10.64 0.197 1951002 -308 -68 24.30 24.30 987 -193 25.00 10.64 0.196 193993 -306 -68 24.30 24.30 982 -192 25.00 10.64 0.196 192993 -305 -67 24.30 24.30 980 -191 25.00 10.64 0.195 191990 -302 -66 24.30 24.30 977 -189 25.00 10.64 0.194 189988 -301 -66 24.30 24.30 974 -189 25.00 10.64 0.194 189989 -300 -66 24.30 24.30 975 -188 25.00 10.64 0.193 188981 -300 -65 24.30 24.30 968 -188 25.00 10.64 0.194 188979 -298 -65 24.30 24.30 965 -187 25.00 10.64 0.193 187973 -296 -64 24.30 24.30 961 -185 25.00 10.64 0.193 185976 -295 -65 24.30 24.30 963 -185 25.00 10.64 0.192 185969 -295 -65 24.30 24.30 954 -185 25.00 10.64 0.194 185967 -293 -64 24.30 24.30 953 -184 25.00 10.64 0.193 184966 -293 -64 24.30 24.30 953 -184 25.00 10.64 0.193 184962 -292 -64 24.30 24.30 950 -183 25.00 10.64 0.193 183961 -289 -64 24.30 24.30 948 -182 25.00 10.64 0.191 182956 -289 -64 24.30 24.30 944 -182 25.00 10.64 0.192 182957 -288 -64 24.30 24.30 943 -181 25.00 10.64 0.192 181953 -290 -63 24.30 24.30 938 -182 25.00 10.64 0.194 182952 -289 -62 24.30 24.30 940 -181 25.00 10.64 0.192 181946 -288 -63 24.30 24.30 937 -181 25.00 10.64 0.193 181944 -287 -63 24.30 24.30 932 -180 25.00 10.64 0.193 180945 -287 -61 24.30 24.30 933 -179 25.00 10.64 0.192 179942 -286 -61 24.30 24.30 929 -179 25.00 10.64 0.192 179943 -284 -62 24.30 24.30 929 -178 25.00 10.64 0.192 178934 -283 -62 24.30 24.30 923 -178 25.00 10.64 0.192 178936 -283 -62 24.30 24.30 922 -178 25.00 10.64 0.193 178934 -282 -61 24.30 24.30 920 -177 25.00 10.64 0.192 177933 -281 -60 24.30 24.30 919 -176 25.00 10.64 0.191 176928 -281 -61 24.30 24.30 916 -176 25.00 10.64 0.192 176
Recorded Data
Pagina 3
Recorded Data
Pagina 4
Recorded Data
Pagina 5
me02454455
35125522780904830820819812804798788782772769760755751745740731728723723715711708703702691688688682679676676668668663
de VOL
Recorded Data
Pagina 6
662659658655651651647642637637629628626620621620621616614611609607603603600601598598599597599593592591593584586586584585581581575579576572575572573568567567568564
Recorded Data
Pagina 7
Recorded Data
Pagina 8
document.xls
Certificate N. AXS 01Test Date 3/6/2010
UNIAXIAL COMPRESSION TEST ON ROCK SAMPLES (ISRM Suggested Method)
Customer ARUP Cross section 23.50Site Valletta Parlament Height 100.00 mmLocation Valletta Max. strength 10.68
Specimen Label BH3 Sample 5A (*) 60.28
Specimen Type cylinder (*) 85.11
5.34 95.00
s axial radial E E Poisson s axial radial E E Poisson
axial strain strain tang. sec. Ratio axial strain strain tang. sec. Ratio
me me --- me me ---
0.00 0 0 10.64 1127 -223 0.00 9.44 0.198
0.04 1 1 85.11 85.11 -1.000 10.64 1119 -220 0.00 9.51 0.197
0.81 4 0 218.84 202.13 10.64 1113 -219 0.00 9.56 0.196
1.06 4 1 -510.64 303.95 -0.143 10.64 1111 -218 0.00 9.58 0.196
0.89 3 1 340.43 297.87 -0.167 10.64 1103 -218 0.00 9.64 0.197
0.94 4 0 42.55 234.04 10.64 1100 -216 0.00 9.68 0.196
0.89 4 1 #DIV/0! 223.40 -0.125 10.64 1092 -215 0.00 9.75 0.197
1.23 4 1 #DIV/0! 308.51 -0.125 10.64 1088 -213 0.00 9.78 0.196
3.40 40 -3 60.28 85.11 0.063 10.64 1084 -213 0.00 9.82 0.196
7.53 217 -46 23.32 34.71 0.212 10.64 1080 -211 0.00 9.85 0.195
10.17 842 -160 4.22 12.08 0.190 10.64 1074 -210 0.00 9.91 0.195
10.68 1345 -283 1.02 7.94 0.210 10.64 1068 -209 0.00 9.96 0.195
10.00 1570 -333 -3.03 6.37 0.212 10.64 1065 -207 0.00 9.99 0.194
10.21 1431 -301 -1.54 7.14 0.210 10.64 1059 -206 0.00 10.05 0.195
10.34 1401 -291 -4.26 7.38 0.207 10.64 1052 -205 0.00 10.11 0.195
10.38 1390 -286 -3.70 7.47 0.205 10.64 1046 -205 0.00 10.18 0.196
10.55 1370 -279 -8.73 7.70 0.204 10.64 1044 -204 0.00 10.19 0.195
10.51 1352 -274 2.36 7.77 0.203 10.64 1038 -205 0.00 10.25 0.197
10.60 1336 -269 -5.32 7.93 0.201 10.64 1033 -203 0.00 10.30 0.196
10.64 1319 -266 -2.43 8.07 0.201 10.64 1031 -203 0.00 10.32 0.197
10.64 1307 -263 0.00 8.14 0.201 10.64 1024 -202 0.00 10.39 0.197
10.64 1288 -258 0.00 8.26 0.200 10.64 1023 -201 0.00 10.40 0.197
10.64 1282 -257 0.00 8.30 0.200 10.64 1020 -200 0.00 10.43 0.196
10.64 1265 -253 0.00 8.41 0.200 10.64 1019 -199 0.00 10.45 0.195
10.64 1254 -250 0.00 8.48 0.199 10.64 1012 -198 0.00 10.51 0.196
10.64 1247 -248 0.00 8.53 0.199 10.64 1010 -198 0.00 10.53 0.196
10.64 1234 -245 0.00 8.62 0.198 10.64 1004 -197 0.00 10.60 0.196
10.64 1225 -243 0.00 8.68 0.198 10.64 1001 -196 0.00 10.63 0.196
10.64 1211 -240 0.00 8.78 0.198 10.64 1000 -197 0.00 10.64 0.197
10.64 1206 -239 0.00 8.82 0.198 10.64 993 -195 0.00 10.72 0.196
10.64 1196 -237 0.00 8.90 0.198 10.64 992 -195 0.00 10.72 0.196
10.64 1193 -235 0.00 8.92 0.197 10.64 989 -195 0.00 10.76 0.197
10.64 1181 -233 0.00 9.01 0.197 10.64 987 -193 0.00 10.78 0.196
10.64 1173 -231 0.00 9.07 0.197 10.64 982 -192 0.00 10.83 0.196
10.64 1169 -231 0.00 9.10 0.197 10.64 980 -191 0.00 10.86 0.195
10.64 1158 -228 0.00 9.19 0.197 10.64 977 -189 0.00 10.89 0.194
10.64 1156 -227 0.00 9.21 0.196 10.64 974 -189 0.00 10.93 0.194
10.64 1142 -226 0.00 9.32 0.198 10.64 975 -188 0.00 10.92 0.193
10.64 1137 -225 0.00 9.36 0.197 10.64 968 -188 0.00 10.99 0.194
10.64 1133 -223 0.00 9.39 0.196 10.64 965 -187 0.00 11.03 0.193
cm2
N/mm2
Etan kN/mm2
Esec kN/mm2
(*) Calculated for axial s = N/mm2 Eaverage kN/mm2
N/mm2 kN/mm2 kN/mm2 N/mm2 kN/mm2 kN/mm2
document.xls
The Technician The Laboratory Manager
Certificate N. AXS 01Test Date 3/6/2010
UNIAXIAL COMPRESSION TEST ON ROCK SAMPLES (ISRM Suggested Method)
Customer ARUP Cross section 23.50Site Valletta Parlament Height 100.00 mmLocation Valletta Max. strength 10.68
Specimen Label BH3 Sample 5A (*) 60.28
Specimen Type cylinder (*) 85.11
5.34 95.00
s axial radial E E Poisson s axial radial E E Poisson
axial strain strain tang. sec. Ratio axial strain strain tang. sec. Ratio
me me --- me me ---
10.64 961 -185 0.00 11.07 0.193
10.64 963 -185 0.00 11.05 0.192
10.64 954 -185 0.00 11.15 0.194
10.64 953 -184 0.00 11.16 0.193
10.64 953 -184 0.00 11.17 0.193
10.64 950 -183 0.00 11.20 0.193
10.64 948 -182 0.00 11.22 0.191
10.64 944 -182 0.00 11.27 0.192
10.64 943 -181 0.00 11.28 0.192
10.64 938 -182 0.00 11.35 0.194
10.64 940 -181 0.00 11.32 0.192
10.64 937 -181 0.00 11.36 0.193
10.64 932 -180 0.00 11.42 0.193
10.64 933 -179 0.00 11.41 0.192
10.64 929 -179 0.00 11.45 0.192
10.64 929 -178 0.00 11.46 0.192
10.64 923 -178 0.00 11.53 0.192
10.64 922 -178 0.00 11.54 0.193
10.64 920 -177 0.00 11.56 0.192
10.64 919 -176 0.00 11.58 0.191
10.64 916 -176 0.00 11.61 0.192
cm2
N/mm2
Etan kN/mm2
Esec kN/mm2
(*) Calculated for axial s = N/mm2 Eaverage kN/mm2
N/mm2 kN/mm2 kN/mm2 N/mm2 kN/mm2 kN/mm2
document.xls
The Technician The Laboratory Manager
Certificate N. AXS 01Test Date 3/6/2010
UNIAXIAL COMPRESSION TEST ON ROCK SAMPLES (ISRM Suggested Method)
Customer ARUP Cross section 23.50Site Valletta Parlament Height 100.00 mmLocation Valletta Max. strength 10.68
Specimen Label BH3 Sample 5A (*) 60.28
Specimen Type cylinder (*) 85.11
5.34 95.00
s axial radial E E Poisson s axial radial E E Poisson
axial strain strain tang. sec. Ratio axial strain strain tang. sec. Ratio
me me --- me me ---
cm2
N/mm2
Etan kN/mm2
Esec kN/mm2
(*) Calculated for axial s = N/mm2 Eaverage kN/mm2
N/mm2 kN/mm2 kN/mm2 N/mm2 kN/mm2 kN/mm2
document.xls
The Technician The Laboratory Manager
Certificate N. AXS 01Test Date 3/6/2010
UNIAXIAL COMPRESSION TEST ON ROCK SAMPLES (ISRM Suggested Method)
Customer ARUP Cross section 23.50Site Valletta Parlament Height 100.00 mmLocation Valletta Max. strength 10.68
Specimen Label BH3 Sample 5A (*) 60.28
Specimen Type cylinder (*) 85.11
5.34 95.00
s axial radial E E Poisson s axial radial E E Poisson
axial strain strain tang. sec. Ratio axial strain strain tang. sec. Ratio
me me --- me me ---
cm2
N/mm2
Etan kN/mm2
Esec kN/mm2
(*) Calculated for axial s = N/mm2 Eaverage kN/mm2
N/mm2 kN/mm2 kN/mm2 N/mm2 kN/mm2 kN/mm2
document.xls
The Technician The Laboratory Manager
document.xls
Certificate N. AXS 01Test Date 3/6/2010
UNIAXIAL COMPRESSION TEST ON ROCK SAMPLES (ISRM Suggested Method)
Customer ARUP Cross section 23.50Site Valletta Parlament Height 100.00 mmLocation Valletta Max. strength 10.68
Specimen Label BH3 Sample 5A (*) 60.28
Specimen Type cylinder (*) 85.11
5.34 95.00
cm2
N/mm2
Etan kN/mm2
Esec kN/mm2
(*) Calculated for axial s = N/mm2 Emedio kN/mm2
0 200 400 600 800 1000 1200 1400 1600 1800
0
50
100
150
200
250
300
350
400
Strain Modulus
E sec
Axial Strain (me)
E (
kN
/mm
2)
0 200 400 600 800 1000 1200 1400 1600 1800
0
2
4
6
8
10
12
Compression Curve
Axial Strain (me)
Ax
ial
Str
es
s (
N/m
m2
)
document.xls
The Technician The Laboratory Manager
0 200 400 600 800 1000 1200 1400 1600 1800
0
50
100
150
200
250
300
350
400
Strain Modulus
E sec
Axial Strain (me)
E (
kN
/mm
2)
document.xls
0 200 400 600 800 1000 1200 1400 1600 1800
0
50
100
150
200
250
300
350
400
Strain Modulus
E sec
Axial Strain (me)
E (
kN
/mm
2)
0 200 400 600 800 1000 1200 1400 1600 1800
0
2
4
6
8
10
12
Compression Curve
Axial Strain (me)
Ax
ial
Str
es
s (
N/m
m2
)
document.xls
0 200 400 600 800 1000 1200 1400 1600 1800
0
50
100
150
200
250
300
350
400
Strain Modulus
E sec
Axial Strain (me)
E (
kN
/mm
2)
document.xls
Certificate N. AXS 01Test Date 3/6/2010
UNIAXIAL COMPRESSION TEST ON ROCK SAMPLES (ISRM Suggested Method)
Customer ARUP Cross section 23.50Site Valletta Parlament Height 100.00 mmLocation Valletta Max. strength 10.68Specimen Label BH3 Sample 5A Poisson at failure 0.192Specimen Type cylinder Poisson (*) 0.063
5.34
cm2
N/mm2
(*) Calculated for axial s = N/mm2
0 200 400 600 800 1000 1200 1400 1600 1800
0.00
0.10
0.20
0.30
Poisson Ratio
Axial Strain (me)
(---)
n
-600 -400 -200 0 200 400 600 800 1000 1200 1400 1600 1800
0
2
4
6
8
10
12
Compression Curve
Axial Strain
Volume Strain
Radial Strain
Strain (me)
Ax
ial
Str
es
s (
N/m
m2
)
document.xlsThe Technician The Laboratory Manager
document.xls
0 200 400 600 800 1000 1200 1400 1600 1800
0.00
0.10
0.20
0.30
Poisson Ratio
Axial Strain (me)
(---)
n
-600 -400 -200 0 200 400 600 800 1000 1200 1400 1600 1800
0
2
4
6
8
10
12
Compression Curve
Axial Strain
Volume Strain
Radial Strain
Strain (me)
Ax
ial
Str
es
s (
N/m
m2
)