Skip Navigation Links
HOME
VERSAT-2D
VERSAT-P3D
Geotechnical Calculation
Publications
About Wutec

Publications on dynamic properties/liquefaction/dynamic analysis

  • Bartlett, S.F., and Youd, T.L. 1995. Empirical prediction of liquefaction-induced lateral spread. Journal of Geotechnical Engineering, ASCE, 121(4): 316-329.
  • Bhatia, S. K. 1980. The verification of relationships for effective stress method to evaluate liquefaction potential of saturated sands. Ph.D thesis, Department of Civil Engineering, the University of British Columbia, Vancouver, Canada.
  • Byrne, P. M., Cheung, H., and Yan, L. 1987. Soil parameters for deformation analysis of sand masses. Canadian Geotechnical Journal, 24: 366-376.
  • Byrne, P. M. 1991. A cyclic shear-volume coupling and pore pressure model for sand. Proceedings of the 2nd International Conference on Recent Advances in Geotechnical Earthquake and Soil Dynamics, St. Louis, Missouri, Vol.1, pp. 47-56
  • Finn, W.D.L, Lee, K.W., and Martin, G.R. 1977. An effective stress model for liquefaction. Journal of Geotechnical Engineering, ASCE, 103: 517-533.
  • Finn, W.D.L, Yogendrakumar, M., Yoshida N., and Yoshida, H. 1986. TARA-3: A program for nonlinear static and dynamic effective stress analysis. Department of Civil Engineering, University of British Columbia, Vancouver, Canada.
  • Finn, W. D.L. 1998. Seismic safety of embankment dams: Developments in research and practice 1988 - 1998. 1998 Specialty Conference on Geotechnical Earthquake Engineering and Soil Dynamics III, Seattle, Geotechnical Special Publication No. 75, pp. 813-853.
  • Hardin, B.O., and Drnevich, V.P. 1972. Shear modulus and damping in soils: Design equations and curves. Journal of Soil Mechanics and Foundations, ASCE, 98(7): 667-692.
  • Hardin, B.O., and Black, W.L. 1968. Vibration modulus of normally consolidated clay. Journal of Soil Mechanics and Foundations, ASCE, 94: 353-369.
  • Idriss, I.M., Seed, H.B., and Serff, N. 1974. Seismic response by variable damping finite elements. Journal of Geotechnical Engineering, ASCE, 100(1): 1-13.
  • Ishihara, K., and Yoshimine, M. 1992. Evaluation of settlements in sand deposits following liquefaction during earthquakes. Soils and Foundations, 32(1): 173-188.
  • Liao, S.C., and Whitman, R.V. 1985. Overburden correction factors for SPT in sand. Journal of Geotechnical Engineering, ASCE, 112(3): 373-377.
  • Lee, M.K.W., and Finn, W.D.L. 1978. DESRA-2: Dynamic effective stress response analysis of soil deposits with energy transmitting boundary including assessment of liquefaction potential. Soil Mechanics Series Report No. 38, Department of Civil Engineering, University of British Columbia, Vancouver, Canada.
  • Makdisi, F.I., and Seed, H.B. 1978. Simplified method for estimating dam and embankment earthquake-induced deformations. Journal of Geotechnical Engineering, ASCE, 104(7): 849-867.
  • Martin, G.R., Finn, W.D.L., and Seed, H.B. 1975. Fundamentals of liquefaction under cyclic loading. Journal of Geotechnical Engineering, ASCE, 101(5): 423-438.
  • Moriwaki, Y., Tan, P., and Ji, F. 1998. Seismic deformation analysis of the Upper San Fernando dam under the 1971 San Fernando earthquake. Proceedings of the 1998 Specialty Conference on Geotechnical Earthquake Engineering and Soil Dynamics III, Seattle, Geotechnical Special Publication No. 75, pp. 854 - 865.
  • Newmark, N.M. 1965. Effects of earthquake on dams and embankments. Geotechnique, UK, 15(2), June
  • Schnabel, P.B., Lysmer, J., and Seed, H.B. 1972. SHAKE: A computer program for earthquake response analysis of horizontally layered sites. Report No. EERC-72/12, Earthquake Engineering Research Centre, University of California, Berkeley, California.
  • Seed, H.B., and Idriss, I.M. 1967. Analysis of soil liquefaction: Nigatta Earthquake. Journal of Soil Mechanics and Foundation, ASCE, 93(3): 83-108.
  • Seed, H.B., and Idriss, I.M. 1970. Soil moduli and damping factors for dynamic response analyses. Report No. ERRC 70-10, Earthquake Engineering Research Center, University of California, Berkeley, California.
  • Seed, H.B., Lee, K.L., Idriss, I.M., and Makdisi, F. 1973. Analysis of the slides in the San Fernando dams during the earthquake of Feb. 9, 1971. Report No.EERC-73/2, Earthquake Engineering Research Center, University of California, Berkeley, California.
  • Seed, H.B., Martin, P.P., and Lysmer, J. 1976. Pore-water pressure changes during soil liquefaction. Journal of Geotechnical Engineering, ASCE, 102(4): 323-346.
  • Seed, H.B., Tokimatsu, K., Harder, L.F., and Chung, R.M. 1985. The influence of SPT procedures in soil liquefaction resistance evaluations. Journal of Geotechnical Engineering, ASCE, 111(12): 1425-1445.
  • Seed, H.B., Wong, R.T., Idriss, I.M., and Tokimatsu, K. 1986. Moduli and damping factors for dynamic analyses of cohesionless soils. Journal of Geotechnical Engineering, ASCE, 112(11): 1016-1032.
  • Seed, R.B., and Harder, L.F. 1990. SPT-based analysis of cyclic pore pressure generation and undrained residual strength. Proceedings of H. Bolton Seed Memorial Symposium, BiTech Publishers, Vancouver, B.C., 2, pp. 351-376
  • Vucetic, M., and Dobry, R. 1991. Effect of soil plasticity on cyclic response. Journal of Geotechnical Engineering, ASCE, 111(1): 89-107.
  • Wang, W. 1979. Some findings in soil liquefaction. Water Conservancy and Hydroelectric Power Research Institute, Beijing, China.
  • Youd, T.L. et al. (21 authors) 2001. Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(10): 817-833.

Publications on pile dynamics

  • Brown, D.A., and Shie, C.F. 1991. Modification of p-y curves to account for group effects on laterally loaded piles. Geotechnical Engineering Congress, ASCE Geotechnical Special Publication No. 27, pp. 479-490.
  • El-Marsafawi, H., Kaynia, A.M., and Novak, M. 1992. The superposition approach to pile group dynamics. ASCE Geotechnical Special Publication No. 34, New York, pp. 114-136.
  • El Sharnouby, B., and Novak, M. 1986. Flexibility coefficients and interaction factors for pile group analysis. Canadian Geotechnical Journal, 23: 441-450.
  • Finn, W.D.L., and Gohl, W.B. 1987. Centrifuge model studies of piles under simulated earthquake loading. Dynamic Response of Pile Foundations - Experiment, Analysis and Observation, ASCE Geotechnical Special Publication No. 11, pp. 21-38.
  • Finn W.D.L. 2004. Characterizing pile foundations for evaluation of performance based seismic design of critical lifeline structures. Proceedings of the 13th World Conference on Earthquake Engineering, Paper No. 5002, Vancouver, Canada.
  • Huang, A.B., Hsueh, C.K., O'Neill, M.W., Chern, S., and Chen, C. 2001. Effects of construction on laterally loaded pile groups. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(5): 385-397.
  • Kaynia, A.M., and Kausel, E. 1982. Dynamic stiffnesses and seismic response of pile groups. Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Report R 82-03.
  • Matlock, H. 1970. Correlations for design of laterally loaded piles in soft clay. Proceedings of the 2nd Offshore Technical Conference, Vol. 1, pp. 577-594.
  • Novak, M. 1974. Dynamic stiffness and damping of piles. Canadian Geotechnical Journal, 11: 574-598. Available from pubs.nrc-cnrc.gc.ca/cgi-bin/rp/rp2_tocs_e?cgj_cgj4-74_11. [accessed 22 June 2007].
  • Novak, M., Sheta, M., El-Hifnawy, L., El-Marsafawi, H., and Ramadan, O. 1990. DYNA3: A computer program for calculation of foundation response to dynamic loads. Geotechnical Research Centre, The University of Western Ontario, London, Ontario, Canada.
  • Novak, M. 1991. Piles under dynamic loads. Proceedings of the 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, University of Missouri-Rolla, Rolla, Missouri, Vol. III, pp.250-273.
  • Novak, M., and Aboul-Ella, F. 1978. Impedance functions of piles in layered media. Journal of Engineering Mechanics, ASCE, 104(EM3): 643-661.
  • Gazetas, G., Fan, K., Kaynia, A.M., and Kausel, E. 1991. Dynamic interaction factors for floating pile groups. Journal of Geotechnical Engineering, ASCE, 117(10): 1531-1548.
  • Gohl, W.B. 1991. Response of pile foundations to simulated earthquake loading: experimental and analytical results. Ph.D. Thesis, Department of Civil Engineering, Univ. of British Columbia, Vancouver, Canada.
  • Poulos, H.G., and Davis, E.H. 1980. Pile Foundation Analysis and Design. John Wiley & Sons., Inc.
  • Prakash, S., and Sharma, H.D. 1990. Pile Foundation in Engineering Practice. John Wiley & Sons, Inc.
  • Reese, L.C., and Wang, S.T. 1996. GROUP4.0 for Windows: Analysis of a group of piles subjected to axial and lateral loadings. Ensoft Inc., Austin, Texas.
  • Reese, L.C., and Wang, S.T. 2000. LPILE Plus: A program for analyzing stress and deformation of a pile or drilled shaft under lateral loading. Ensoft Inc., Austin, Texas.
  • Robertson, P.K., Davies, M.P., and Campanella, R.G. 1989. Design of laterally loaded driven piles using the flat dilatometer. Geotechnical Testing Journal, ASTM, 12(1): 30-38.

Publications on retaining walls

  • Mononobe, N., and Matuo, H. 1929. On the determination of earth pressure during earthquakes. Proceedings of World Engineering Conference, Vol. 9.
  • Okabe, S. 1926. General theory of earth pressure. Journal, Japanese Society of Civil Engineers, Vol. 12, No. 1.
  • Scott, R.F. 1973. Earthquake-Induced Earth Pressures on Retaining Walls. Proceedings of the 5th World Conference on Earthquake Engineering, Rome, Italy.
  • Seed, H. B., and Whitman, R. V. 1970. Design of earth retaining structures for dynamic loads. Proceedings of ASCE Special Conference on Lateral Stresses, Ground Displacement and Earth Retaining Structure, Ithaca, N.Y., pp. 103-147.
  • Wood, J. H. 1973. Earthquake-induced soil pressures on structures. Ph.D thesis , the California Institute of Technology, Pasadena, California, USA.
(c) 1998 - 2017 Wutec Geotechnical International, Metro Vancouver, Canada  website: http://www.wutecgeo.com   Email:  info@wutecgeo.com