Effects of layer thickness and density of settlement and lateral spreading

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 6, 2004, Pages 603-614

  Kutter, Bruce L ^a   Gajan, Sivapalan ^a   Manda, Kiran K ^b   Balakrishnan, Ariyaputhirar ^c  

^a Davis   (United States)

^b Fugro West Inc ^*  (United States)

^c Fugro Geoteam Limited   (United States)

Author keywords

Centrifuge model; Clays; Earthquakes; Liquefaction; Sand; Soil deformation; Soil settlement

Indexed keywords

DENSITY (SPECIFIC GRAVITY); LIQUEFACTION; MATHEMATICAL MODELS; PORE PRESSURE; SAND; SHEAR DEFORMATION; THICKNESS CONTROL;

DEFORMATION INDEX; DEPTH DENSITY; LATERAL SPREADING; LAYER THICKNESS;

GEOTECHNICAL ENGINEERING;

CENTRIFUGAL MODEL TEST; DENSITY; GROUND SETTLEMENT; LIQUEFACTION; SAND;

HOITA STROBILINA; LOMA;

EID: 2942582316     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:6(603)     Document Type: Article

References (31)

1. Arulanandan, K., and Scott, R. F. (1993). "Verification of numerical procedures for the analysis of soil liquefaction problems." Proc., Int. Conf. VELACS, Balkema, Rotterdam, The Netherlands, Vols. 1 and 2.
2. Arulmoli, K., Muraleetharan, K. K., Hossain, M. M., and Fruth, L. S. (1991). "VELACS laboratory testing program." Preliminary Data Rep. to National Science Foundation, Earth Technology Corporation, Irvine, Calif
3. Balakrishnan, A., and Kutter, B. L. (1999). "Settlement, sliding, and liquefaction remediation of layered soil." J. Geotech. Eng., 125(11), 968-978.
4. Bardet, J. P., Hu, J., Swift, J., and Tobita, T. (2002). "Ground deformation database." Preliminary database submitted to Pacific Earthquake Engineering Research Center. Univ. California Berkeley, Berkeley, Calif.
5. Bardet, J. P., Mace, N., Tobita, T., and Hu. J. (1999). "Large-scale modeling of liquefaction-induced ground deformation. Part I: A four-parameter MLR model." Proc., 7th U.S.-Japan Workshop on Earthquake Resistance Design of Lifeline Facility and Countermeasures Against Soil Liquefaction, Seattle, 155-174.
6. Bartlett, S. F., and Youd, T. L. (1992). "Empirical analysis of horizontal ground displacement generated by liquefaction induced lateral spread." Technical Rep. No. NCEER-92-0021, National Center for Earthquake Engineering Research.
7. Brandenberg, S. J., Singh, P., Boulanger, R. W., and Kutter, B. L. (2001a). "Behavior of piles in laterally spreading ground during earthquakes." Centrifuge Data Rep. for SJB01 No. UCD/CGMDR-01/02, Center for Geotechnical Modeling. Univ. California Davis, Davis. Calif.
8. Brandenberg, S. J., Singh, P., Boulanger, R. W, and Kutter, B. L. (2001b). "Behavior of piles in laterally spreading ground during earthquakes." Centrifuge Data Rep. for SJB0l. Rep. No. UCD/CGMDR-01/06, Center for Geotechnical Modeling, Univ. California Davis, Davis, Calif.
9. Chen, Y. R. (1995). "Behavior of fine sand in triaxial, torsional and rotational shear tests." PhD thesis, Univ. of California, Davis, Calif.
10. Cubrinovski, M., and Ishihara, K. (1999). "Empirical correlation between SFT N-value and relative density for sandy soils." Soils Found., 39(5), 61-70.
11. Dobry, R., Taboad, V., and Liu, L. (1995). "Centrifuge modeling of liquefaction effects during earthquakes." Proc., Ist Int. Conf. Earthquake Goetechnical Engineering, Vol. 3. Balkema. Rotterdam. The Netherlands, 129-1324.
12. Elgamal, A. W., Zeghal, M., Taboada, B., and Dobry, R. (1996). "Analysis of site liquefaction and lateral spreading using centrifuge testing records." Soils Found., 36(2), 111-121.
13. Fiegel, G. L., and Kutter, B. L. (1994). "Liquefaction mechanism for layered soils." J. Geotech. Eng., 120(4), 737-755.
14. Gajan, S., and Kutter, B. L. (2001). "Centrifuge modeling of cyclic mobility and lateral spreading." Centrifuge Data Rep. for SSG01, Rep. No. UCD/CGMDR-01/05, Center for Geotechnical Modeling, Univ. Calif. Davis, Davis, Calif. (http://cgm.engr.ucdavis.edu/research/projects/kkm)
15. Gajan, S., and Kutter, B. L. (2002). "Centrifuge modeling of settlement and lateral spreading with comparisons to numerical analyses." Rep. to Pacific Earthquake Engineering Research Center, Rep. No. PEER 2002/10, Univ. California Berkeley, Berkeley, Calif.
16. Ishihara, K., and Yoshimine, M. (1992). "Evaluation of settlements in sand deposits following liquefaction during earthquakes." Soils Found., 32(1), 173-188.
17. Iwasaki, T., Tatsuoka, F., Tokida, K., and Yasuda, S. (1978). "A practical method of assessing soil liquefaction potential based on case studies at various sites in Japan." Proc., 2nd Int. Conf. on Microzonation, San Francisco, 885-896.
18. Iwasaki, T., Tokida, K., Tatsuoka, F., Watanabe, S., Yasuda, S., and Sato, H. (1982). "Microzonation for soil liquefaction potential using simplified methods." Proc., 3rd Int. Earthquake Microzonation Conf., Seattle, 1319-1330.
19. Kutter, B. L. (1995). "Recent advances in centrifuge modeling of seismic shaking." Proc., 3rd Int. Conf. on Recent Advances in Geotech. Earthquake Engineering and Soil Dynamics, Vol. 2, Univ. of Missouri-Rolla, Rolla, Mo., 927-942.
20. Kutter, B. L., and Balakrishnan, A. (1998). "Dynamic model test data from electronics to knowledge." Proc., Int. Conf. Centrifuge '98, Vol. 2. Balkema, Rotterdam, The Netherlands.
21. Kutter, B. L., and Wilson, D. W. (1999). "De-liquefaction shock waves." Proc., 7th U.S.-Japan Workshop art Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction, Seattle, 295-310.
22. Schofield, A. N. (1981). "Dynamic and earthquake centrifuge geotechnical modeling." Proc., Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Vol. 3, Univ. of Missouri-Rolla, Rolla, Mo., 1081-1100.
23. Sharp, M. K., Dobry, R., and Abdoun, T. (2003). "Centrifuge modeling of liquefaction and lateral spreading of virgin, overconsolidated and preshaken sand deposits." Int. J. Phys. Model. Geotechnics, 3(2), 11-22.
24. Singh, P., Brandenberg, S. J., Boulanger, R. W., and Kutter, B. L. (2000). "Behavior of piles in laterally spreading ground during earthquakes." Centrifuge Data Rep. for SJB01, Rep. No. UCD/CGMDR-01/01, Center for Geotechnical Modeling. Univ. Calif. Davis, Davis, Calif.
25. Taboada, V. M., and Dobry, R. (1998). "Centrifuge modeling of earthquake-induced lateral spreading in sand." J. Geotech. Geoenviron. Eng., 124(12), 1195-1206.
26. Tokimatsu, K., and Seed, H. B. (1987). "Evaluation of settlements in sands due to earthquake shaking." J. Geotech. Eng., 113(8), 861-878.
27. Toprak, S., and Holzer, T. L. (2003). "Liquefaction potential index: Field assessment." J. Geotech. Eng., 129(4), 315-322.
28. Wilson, D. W., Boulanger, R. W., Kutter, B. L., and Abghari, A. (1997). "Aspects of dynamic centrifuge testing of soil-pile-superstructure interaction, Observation and modeling in numerical analysis and model tests in dynamic soil-structure interaction problems." Spec. Publ. No. 64, ASCE. Reston, Va., 47-63.
29. Youd, T. L., and Bartlett, S. F. (1991). "Case histories of lateral spreads from the 1964 Alaska earthquake." Proc., 3rd Japan-U.S. Workshop on Earthquake Resistance Design of Lifeline Facilities and Countermeasures for Soil Liquefaction, National Center for Earthquake Engineering Research, Buffalo, N.Y., 175-189.
30. Youd, T. L., Hansen, C. M., and Bartlett, S. B. (1999). "Revised MRL equations for predicting lateral spread displacement." Proc., 7th U.S.-Japan Workshop on Earthquake Resistance Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction, Seattle, 99-114.
31. Youd, T. L., and Idriss, I. M. (2001). "Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF Workshops on evaluation of liquefaction resistance of soils." J. Geotech. Eng., 127(4), 297-313.