Determination of Seismic Wave of Consolidated Granite Rock in Penang Island: UltrasonicTesting Method Vs Seismic Refraction Method
In seismic survey, the information regarding the
velocity of compression wave (Vp) as well as shear wave (Vs) are
very useful especially during the seismic interpretation. Previous
studies showed that both Vp and Vs determined by above methods
are totally different with respect to each other but offered good
approximation. In this study, both Vp and Vs of consolidated granite
rock were studied by using ultrasonic testing method and seismic
refraction method. In ultrasonic testing, two different condition of
rock are used which is dry and wet. The differences between Vp and
Vs getting by using ultrasonic testing and seismic refraction were
investigated and studied. The effect of water content in granite rock
towards the value of Vp and Vs during ultrasonic testing are also
measured. Within this work, the tolerance of the differences between
the velocity of seismic wave getting from ultrasonic testing and the
velocity of seismic wave getting from seismic refraction are also
measured and investigated.
[1] Turk N, Dearman WR. A suggested approach to rock characterization in
terms of seismic velocities. In: Hartman HL, editor. Proceedings of the
27th US Symposium on Rock Mechanics, Society of Mining Engineers,
1986. P. 168-75.
[2] Young RP, Hill TT, Bryan IR, Middleton R. Seismic spectroscopy in
fracture characterization. Quart J Eng Geol 1985;18:459-79.
[3] Onodera TF. Dynamic investigation of foundation rocks, in situ. In:
proceedings of the Fifth US Symposium on Rock Mechanics, Pergamon
Press New York, 1963. P. 517 33.
[4] Gladwin MT. Ultrasonic stress monitoring in underground mining. Int J
Rock Mech Min Sci 1982;19:221-8
[5] S. Kahraman. The correlations between the saturated and dry P-wave
velocity of rocks. Min Eng Dept, Nigde Turkey. Ultrasonic
(46);2007:341-348
[6] S. Kahraman. Estimating the direct P-wave velocity value of intact rock
from indirect laboratory measurements. Int Journal of Rock Mechanics
and Mining Sciences, 2002. 101-104.
[7] D-Andrea DV, Fischer RL, Fogelson DE, Prediction of compressive
strength from other rock properties. US Bureau of Mines Report of
Investigation, Vol. 6702, 1965.
[8] Deere DU, Miller RP. Engineering classification and index properties
for intact rock. Air Force Weapon Lab. Tech. Report, AFWL-TR 65-
116, Kirtland Base, NM, 1966.
[9] Youash Y. dynamic physical properties of rocks: part 2, experimental
result. In: Proceedings of the Second Congress of the International
Society for Rock Mechanics, Beograd, Vol. 1, 1970. P. 185-95.
[10] Saito T, Mamoru ABE, Kundri S.Study on weathering of igneous rocks.
In: Rock Mechanics in Japan, Vol. 2, 1974. P. 28-30.
[11] Gardner GHF, Gardner LW, Gregory AR. Formation velocity and
density: the diagnostic basis for stratigraphic. Geophysics 1974;39:770-
80.
[12] D 2845-69(1976). Laboratory Determination of Pulse Velocities and
Ultrasonic Elastic Constant of Rock. Annual Book of ASTM Standards.
1981. Part 19. Natural Building Stones; Soil and Rock.
[1] Turk N, Dearman WR. A suggested approach to rock characterization in
terms of seismic velocities. In: Hartman HL, editor. Proceedings of the
27th US Symposium on Rock Mechanics, Society of Mining Engineers,
1986. P. 168-75.
[2] Young RP, Hill TT, Bryan IR, Middleton R. Seismic spectroscopy in
fracture characterization. Quart J Eng Geol 1985;18:459-79.
[3] Onodera TF. Dynamic investigation of foundation rocks, in situ. In:
proceedings of the Fifth US Symposium on Rock Mechanics, Pergamon
Press New York, 1963. P. 517 33.
[4] Gladwin MT. Ultrasonic stress monitoring in underground mining. Int J
Rock Mech Min Sci 1982;19:221-8
[5] S. Kahraman. The correlations between the saturated and dry P-wave
velocity of rocks. Min Eng Dept, Nigde Turkey. Ultrasonic
(46);2007:341-348
[6] S. Kahraman. Estimating the direct P-wave velocity value of intact rock
from indirect laboratory measurements. Int Journal of Rock Mechanics
and Mining Sciences, 2002. 101-104.
[7] D-Andrea DV, Fischer RL, Fogelson DE, Prediction of compressive
strength from other rock properties. US Bureau of Mines Report of
Investigation, Vol. 6702, 1965.
[8] Deere DU, Miller RP. Engineering classification and index properties
for intact rock. Air Force Weapon Lab. Tech. Report, AFWL-TR 65-
116, Kirtland Base, NM, 1966.
[9] Youash Y. dynamic physical properties of rocks: part 2, experimental
result. In: Proceedings of the Second Congress of the International
Society for Rock Mechanics, Beograd, Vol. 1, 1970. P. 185-95.
[10] Saito T, Mamoru ABE, Kundri S.Study on weathering of igneous rocks.
In: Rock Mechanics in Japan, Vol. 2, 1974. P. 28-30.
[11] Gardner GHF, Gardner LW, Gregory AR. Formation velocity and
density: the diagnostic basis for stratigraphic. Geophysics 1974;39:770-
80.
[12] D 2845-69(1976). Laboratory Determination of Pulse Velocities and
Ultrasonic Elastic Constant of Rock. Annual Book of ASTM Standards.
1981. Part 19. Natural Building Stones; Soil and Rock.
@article{"International Journal of Earth, Energy and Environmental Sciences:49340", author = "Mohd Hafiz Musa and Zulfadhli Hasan Adli and M . N . Khairul Arifin", title = "Determination of Seismic Wave of Consolidated Granite Rock in Penang Island: UltrasonicTesting Method Vs Seismic Refraction Method", abstract = "In seismic survey, the information regarding the
velocity of compression wave (Vp) as well as shear wave (Vs) are
very useful especially during the seismic interpretation. Previous
studies showed that both Vp and Vs determined by above methods
are totally different with respect to each other but offered good
approximation. In this study, both Vp and Vs of consolidated granite
rock were studied by using ultrasonic testing method and seismic
refraction method. In ultrasonic testing, two different condition of
rock are used which is dry and wet. The differences between Vp and
Vs getting by using ultrasonic testing and seismic refraction were
investigated and studied. The effect of water content in granite rock
towards the value of Vp and Vs during ultrasonic testing are also
measured. Within this work, the tolerance of the differences between
the velocity of seismic wave getting from ultrasonic testing and the
velocity of seismic wave getting from seismic refraction are also
measured and investigated.", keywords = "Compressional wave, Granite, Shear Wave, Velocity", volume = "4", number = "10", pages = "432-3", }