Insight into liquefaction by system identification

Geotechnique

Volumn 46, Issue 4, 1996, Pages 641-655

  Glaser, S ^a  

^a Department of Geology and Geological Engineering   (United States)

Author keywords

Case history; Earthquakes; In situ testing; Liquefaction; Statistical analysis; Stiffness

Indexed keywords

DAMPING; EARTHQUAKES; ESTIMATION; GEOPHYSICS; IDENTIFICATION (CONTROL SYSTEMS); MATHEMATICAL MODELS; NATURAL FREQUENCIES; OPTIMIZATION; PORE PRESSURE; PRESSURE EFFECTS; STATISTICAL METHODS; STIFFNESS;

CASE HISTORY; DAMPING RATIO; IN SITU TESTING; PARTICIPATION FACTOR;

SOIL LIQUEFACTION;

EARTHQUAKES; SOILS;

EARTHQUAKE ENGINEERING; LIQUEFACTION; SEISMIC RESPONSE; SOIL DYNAMICS; SYSTEM IDENTIFICATION;

USA, CALIFORNIA, WILDLIFE SITE;

EID: 0030456568     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1996.46.4.641     Document Type: Article

References (35)

1. Astrom, K. J. & Eykhoff, P. (1971). System identification - a survey. Automatica 7, No. 2, 123-162.
2. Bennett, M. J., McLaughlin, P. V., Sarmiento, J. S. & Youd, T. L. (1984). Geotechnical investigation of liquefaction sites, Imperial Valley, California. Open file report 84-252, p. 103. Menlo Park, CA: United States Geological Survey.
3. Bohlin, T. (1987). Model validation. Encyclopedia of systems and control (edited by M. Singh). Oxford: Pergamon.
4. Bracewell, R. N. (1978). The Fourier transform and its applications, p. 443. New York: McGraw-Hill.
5. Brady, A. G., Mork, P. N., Seekins, L. C. & Switzer, L. C. (1989). Processed strong-motion records from the Imperial Wildlife liquefaction array, Imperial County, California, recorded during the Superstition Hills earthquakes, November 24, 1987. Open file report 97-87, p. 115. Menlo Park, CA: United States Geological Survey.
6. Florin, V. A. & Ivanov, P. L. (1961). Liquefaction of saturated sandy soils. Proc. 5th Int. Conf. Soil Mech., Paris 1, 107-111.
7. Frankel, A. & Wennerberg, L. (1989). Rupture process of the MS 6.6 Superstition Hills, California, earthquake determined from strong-motion recordings: application of tomographic source inversion. Bull. Seismol. Soc. Am. 79, No. 2, 515-541.
8. Gersch, W. (1974). On the achievable accuracy of structural system parameter estimates. J. Sound Vib. 34, No. 1, 63-79.
9. Gersch, W. & Luo, S. (1972). Discrete time series synthesis of randomly excited structural system response. J. Acoust. Soc. Am. 51, No 1, 402-408.
10. Ghanem, R. G., Gavin, H. & Shinozika, M.(1991). Experimental verification of a number of structural system identification algorithms, p. 302. Technical report NCEER-91-0024. Buffalo: National Center for Earthquake Engineering Research.
11. Glaser, S. (1993). Estimating soil parameters important for lifeline siting using system identification techniques. NISTIR 5145, p 91 Gaithersburg. MD: NIST.
12. Glaser, S. (1995). System identification and its application to estimating soil properties, J. Geotech. Engng Am. Soc. Civ. Engrs 21, No. 7, 553-560.
13. Holzer, T. L., Youd,T. L. & Hanks, T. C. (1989). Dynamics of liquefaction during the 1987 Superrstition Hills, California, earthquake, Science 244, 56-59.
14. Hashmand, B. Scott, R. F. & Crouse, C. B. (1992). Inplace calibration of USGS pore pressure transducers at Wildlife Liquefaction Site, California, USA. Proc. 10th World Conf. Earthquake Engng. Madrid 3, 1263-1268.
15. Hashmand, B., Scott, R. F. & Crouse, C. B. (1991). Insitu calibration of USGS piezometer installations. Recent advances in instrumentation, data acquisition and testing in soil dynamics. GSP 29, pp. 49-69. New York: American Society of Civil Engineers.
16. Hwang, L. J., Magistrale, H. & Kanamori, H. (1990). Teleseismic source parameters and rupture characteristics of the 24 November 1987, Superstiton Hills earthquake. Bull. Seismol. Soc. Am. 80, No. 1, 43-56.
17. Iemura, H., Yamada, Y., Izuno, K., Iwasaki, Y. & Ohno, S. (1990). Phase-adjusted control of structures with identification of radom earthquake ground motion. Proc. of US national workshop on structural control research, Los Angeles (edited by G. W. Housner and S. F. Masri), pp. 116-124, University of Southern California.
18. Johansson, R. (1993). System identification and modeling. Englewood Cliffs: Prentice-Hall.
19. Kalman, R. E. (1996). A. new approach to linear filtering and prediction problems. Trans. Am. Soc. Mech. Engrs J. Basic Engng 3, 35-45.
20. Kalman, R. E. & Bocy, R. (1961). New results in linear filtering and prediction theory. Trans. Am. Soc. Mech. Engrs J. Basic Engng 3, 83-95.
21. Ljung, L. (1979). Asymptotic behavior of the extended Kalman filter as a parameter estimator for linear systems. IEEE Trans. Automatic Control AC-24, No. 1, 36-50.
22. Ljung, L. (1987). System identification: theory for the the user. Englewood Cliffs: Prentice-Hall.
23. Magistrale, H., Jones, L. & Kanamori, H. (1989) The Superstition Hills, California earthquakes of 24 November 1987. Bull. Seismol. Soc. Am. 79, No. 2, 239-251.
24. Marple, S. L. Jr. & Lawrence, S. (1987). Digital spectral analysis with applications. Englewood Cliffs: Prentice-Hall.
25. MathWorks (1991). System identification toolbox (edited by L. J. Ljung). Natick, MA: The MathWorks.
26. Nau, R. F. & Oliver, R. M. (1979). Adaptive filtering revisited. J. Oper. Res. Soc. 30, No. 9, 825-831.
27. Pandit, S. M. (1991). Modal and spectrum analysis: data dependent systems in state space, p. 415 New York: Wiley.
28. Robinson, E. A. (1982). A historical perspective of spectrum estimation. Proc. IEEE 70, No. 9, 885-907.
29. Safak, E. (1988). Analysis of recordings in structural engineering: adaptive filtering, prediction, and comtrol. Open file report 88-647. Menlo Park, CA: United States Geological Survey.
30. Scott, R. F., (1986) Solidification and consolidation of a l liquified sand column. Soils and Found., 26, No. 4, 23-31
31. Sharp , R. V., Budding, K. E., Boatwright, J., Ader, M. J., Bonilla, M., G., Clark, M. M., Fumal, T. E., Harms, K. K., Lienkaemper, J. J., Morton, D. M., O'Neill, B. J., Ostergren, C. L., Ponti, D. J., Rymer, M. J., Saxton, J. L. & Sims, J. D. (1989). Surface faulting along the Superstition Hills fault zone and nearby faults associated with the earthquakes of 24 November, 1987. Bull. Seismol. Soc. Am. 79, No. 2, 252-281.
32. Sorenson, H. W. (1970). Least-squares estimation: from Gauss to Kalman. IEEE Spectrum 7, No. 7, 63-68.
33. Vucetic, M. & Dobry, R. (1991). Effect of soil plasticity on cyclic response. J. Geotech. Engng. Am. Soc. Civ. Engrs 117, GT2, 89-107.
34. Wald, D. J., Helmberger, D. V. & Hartzell, S. H. (1990). Rupture process of the 1987 Superstition Hills earthquake from the inversion of strong-motion data. Bull. Scismol. Soc. Am. 80, No. 5, 1079-1098.
35. Yule, G. U. (1927). On a method of investigationg periodicities in disturbed series, with special reference to Wolfer's sunspot numbers. Philos. Trans. R. Soc. Lond. A226, 267-298.