Pulse transmission system for measuring wave propagation in soils

Journal of Geotechnical Engineering

Volumn 122, Issue 4, 1996, Pages 302-308

  Nakagawa, Koichi ^a   Soga, Kenichi ^b,c   Mitchell, James K ^c,d  

^a Osaka City University   (Japan)

^b UNIVERSITY OF CAMBRIDGE   (United Kingdom)

^c Univ of California   (United States)

^d Virginia Polytechnic Institute and State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

SOIL TESTING; WAVE PROPAGATION;

EID: 0030390331     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9410(1996)122:4(302)     Document Type: Article

References (22)

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. c 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, R, 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.