TECHNICAL PAPERS
Apr 1, 1996

Pulse Transmission System for Measuring Wave Propagation in Soils

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Publication: Journal of Geotechnical Engineering
Volume 122, Issue 4

Abstract

A soil testing system for measuring wave propagation through soils using a pulse transmission method has been developed. By mounting very sensitive P and S -transducers in the cap and pedestal of a triaxial testing device, the system can even detect strongly attenuated waves that propagate through dry sand. In addition, the wave forms during consolidation and undrained compression tests can be used to investigate the process of soil structure change during deformation. The measured wave velocities are compared with results obtained using the resonant column method and in-situ wave velocity determinations. The pulse transmission method gives a higher S -wave velocity than the resonant column method, especially for clay samples. This difference may result from disturbance of the peripheral part of resonant column specimens. The pulse transmission method gives good agreement with the in-situ velocity measured by the suspension type S -wave logging, whereas the resonant column method gives lower velocity than the in-situ measurement by up to 50% in clays.

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References

1.
Afifi, S. S., and Richart, F. E. Jr.(1973). “Stress history effects on shear modulus of soils.”Soils and Found., 13(1), 77–95.
2.
Anderson, D. G., and Stokoe, K. H. (1978). “Shear modulus: a time-dependent soil properties.”Dynamic Geotech. Testing, STP 654, ASTM, Philadelphia, Pa., 66–90.
3.
Anderson, D. G., and Woods, R. D.(1976). “Time-dependent increase in shear modulus of clay.”J. Geotech. Div., ASCE, 102(5), 525–537.
4.
Biot, M. A.(1956a). “Theory of propagation of elastic waves in a fluid-saturated porous solid, I. low frequency range.”J. Acoustic Soc. of Am., 28, 168–178.
5.
Biot, M. A.(1956b). “Theory of propagation of elastic waves in a fluid-saturated porous solid, II. high frequency range.”J. Acoustic Soc. of Am., 28, 179–191.
6.
DeAlba, P., Baldwin, K., Janoo, V., Roe, G., and Celikkol, B.(1984). “Elastic wave velocities and liquefaction potential.”ASTM Geotech. Testing J., 7(2), 77–87.
7.
Dutta, N. C., and Seriff, A. J.(1979). “On White's model of attenuation in rocks with partial gas saturation.”Geophysics, 44, 1806–1812.
8.
Dyvik, R., and Madshus, C. (1985). “Lab measurement of Gmax using bender elements.”Proc., ASCE Conf. on Adv. Art of Testing Soils under Cyclic Conditions, ASCE, New York, N.Y., 186–196.
9.
Hryciw, R. D., and Thomann, T. G. (1993). “Stress-history-based model for G e of cohesionless soils.”J. Geotech. Engrg., ASCE, 119(7), 1073–1093.
10.
Ishihara, K. (1982). “Evaluation of soil properties for use in earthquake response analysis.”Proc., Int. Symp. on Numerical Models in Geomech., Zurich, 237–259.
11.
Kitsunezaki, C.(1980). “A new method for shear wave logging.”Geophysics, 45, 1489–1506.
12.
Kitsunezaki, C. (1986). “Elastic wave velocities in unsaturated sand layers.”Butsuri-Tankou, 32(1–31) (in Japanese).
13.
Nakagawa, K.(1980). “Multi-mode resonant column technique to determine elastic moduli of soils.”J. Geosci., Osaka, Japan, 23(5), 155–166.
14.
Nakagawa, K., Nakaya, S., and Miki, S. (1982). “Coincident conditions of shear wave velocities from laboratory test and in situ.”Proc., 6th Japan Earthquake Engrg. Symp., 569–576.
15.
Nakagawa, K., Soga, K., and Mitchell, J. K. (1996). “Observation of Biot compressional wave of the second kind in granular soils.”Géotechnique, London, U.K. (in press).
16.
Richart, F. E.(1977). “Dynamic stress-strain relationship for soils, state of the art paper.”Proc., 9th ICSMFE, Tokyo, Japan, 3, 605–612.
17.
Seed, H. B., and Idriss, I. M.(1970). “Seismic response of soil deposits.”J. Soil Mech. and Found. Div., ASCE, 96(2), 631–638.
18.
Sousa, J. B., and Chan, C. K. (1991). “Computer applications in the UCB geotechnical laboratories.”Geotech. Engrg. Congr., ASCE, New York, N.Y., Vol. 1, 531–543.
19.
Stoll, R. D. (1989). “Sediment acoustics.”Lecture notes in earth sciences, Springer-Verlag, New York, N.Y.
20.
Tatsuoka, F., and Shibuya, S.(1992). “Deformation characteristics of soils and rocks from field and laboratory test.”Rep., Inst. of Industrial Sci., Univ. of Tokyo, Japan, 37(1), 1–136.
21.
White, J. E.(1975). “Computed seismic speeds and attenuation in rocks with partial gas saturation. ”Geophysics, 40, 224–232.
22.
Woods, R. D. (1991). “Field and laboratory determination of soil properties at low and high strains, state of the art paper.”Proc., 2nd Int. Conf. on Recent Adv. in Geotech. Earthquake Engrg. and Soil Dyn., St. Louis, 1727–1741.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 122Issue 4April 1996
Pages: 302 - 308

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Published online: Apr 1, 1996
Published in print: Apr 1996

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Authors

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Koichi Nakagawa
Prof., Dept. of Geosci., Osaka City Univ., Osaka, 558, Japan.
Kenichi Soga
Lect., Cambridge Univ., Engrg. Dept., Cambridge, CB2 1PZ, U.K.; formerly, Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of California at Berkeley, Calif.
James K. Mitchell
Via Professor of Civil Engineering, Dept. of Civ. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, VA 24061; formerly, Edward G. Cahill and John R. Cahill Professor of Civil Engineering, Emeritus, Dept. of Civ. Engrg., Univ. of California at Berkeley, Calif.

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