Interpretation of large-strain seismic cross-hole tests

Journal of Geotechnical Engineering

Volumn 123, Issue 4, 1997, Pages 382-388

  Salgado, R ^a,e   Drnevich, V P ^a,e   Ashmawy, A ^b,e   Grant, W P ^c,e   Vallenas, P ^d  

^a PURDUE UNIVERSITY   (United States)

^b Georgia Institute of Technology   (United States)

^c Shannon and Wilson Inc   (United States)

^d ICF Engineering & Construction Group   (United States)

^e ASCE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMICS; ELASTIC WAVES; SENSORS; SOILS; STRAIN; STRESSES; TESTING; VELOCITY;

CROSSHOLE TESTS; VELOCITY SENSORS;

BOREHOLES;

CROSSHOLE SEISMIC METHOD; SEISMIC RESPONSE; SOIL DYNAMICS; STRESS/STRAIN;

EID: 0031126794     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:4(382)     Document Type: Article

References (13)

1. Duncan, J. M., and Chang, C. Y. (1970). "Non-linear analysis of stress and strain in soils." J. Soil Mech. and Found. Div., ASCE, 96(5), 1629-1653.
2. Gookin, W. B., Riemer, M. F., Boulanger, R. W., and Bray, J. D. (1996). "Development of cyclic triaxial apparatus with broad frequency and strain ranges." Transp. Res. Record 1548, Small magnitude measurements in geotechnical engineering, Transportation Research Board (TRB), National Academy Press.
3. Hardin, B. O., and Drnevich, V. P. (1972). "Shear modulus and damping in soils. II: Design equations and curves." J. Soil Mech. and Found. Div., ASCE, 98(7), 667-692.
4. Jardine, R. J., Potts, D. M., Fourie, A. B., and Burland, J. B. (1986). "Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction." Géotechnique, London, England, 36(3), 337-396.
5. Miller, R. P., Troncoso, J. H., and Brown Jr., F. R. (1975). "In situ impulse test for dynamic shear modulus of soils." Proc., Conf. on InSitu Measurement of Soil Properties, Vol. 1, ASCE, New York, N.Y., 319-335.
6. Naylor, D. J., Pande, G. N., Simpson, B., and Tabb, R. (1981). Finite elements in geotechnical engineering. Pineridge Press, Swansea, Wales, U.K.
7. Riggs, E. D. (1995). "Seismic wave types in a borehole." Geophys., 20(1), 53-67.
8. Seed, H. B., and Idriss, I. M. (1970). "Soil moduli and damping factors for dynamic response analysis." Rep. No. EERC 75-29, Earthquake Engrg. Res. Ctr, Univ. of California, Berkeley, Calif.
9. Shannon and Wilson, Inc. and Agbabian Associates. (1976). "In situ impulse test: an experimental and analytical evaluation of data interpretation procedures." Rep. Prepared for U.S. Nuclear Regulatory Commission (NUREG-0028), Washington, D.C.
10. Shannon and Wilson, Inc. and Agbabian Associates. (1977). "Technical manual-operation and equipment instructions for in situ impulse test." Rep. Prepared for U.S. Nuclear Regulatory Commission (NUREG/CR-0098, RG, RA), Washington, D.C.
11. Shannon and Wilson. (1994). "Geotechnical Investigation KEH W-236A, multi-function waste tank facility - Hanford Site, Richland, Washington." Rep. H-1053-05, Vol. 1, Seattle, Wash.
12. Stokoe, II, K. H., and Woods, R. D. (1972). "In situ shear wave velocity by cross-hole method." J. Soil Mech. and Found. Div., ASCE, 98(5), 443-460.
13. Swain, R. J. (1962). "Recent techniques for determination of in-situ elastic properties and measurement of motion amplification in layered media." Geophys., 27(2), 237-241.