References
Andrianopoulos, K. I., et al. “Effective stress analysis for the seismic response of shallow foundations on liquefiable sand,” in Proceedings, 6th European Conference on Numerical Methods in Geotechnical Engineering, Graz, Austria, September 2006 (2006a).
Andrianopoulos, K. I., A. G. Papadimitriou and G. D. Bouckovalas. “Implementation of a bounding surface model for seismic response of sands,” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the 4th International FLAC Symposium, Madrid, Spain, May 29-31, 2006), pp. 387-394. P. Varona & R. Hart, eds. Minneapolis: Itasca (2006b).
Arthur, J. R. F., K. S. Chua and T. Dunstan. “Principal Stress Rotation: A Missing Parameter,” J. Geotech., Div. ASCE, 106(GT4), 419-433 (1980).
Arulmoli, K., et al. “VELACS: verification of liquefaction analysis by centrifuge studies; Laboratory Testing Program — Soil Data Report,” Research Report, The Earth Technology Corporation (1992).
Bathe, K. J., and E. L. Wilson. Numerical Methods in Finite Element Analysis. Englewood Cliffs, New Jersey: Prentice-Hall Inc. (1976).
Beaty, M. H. A Synthesized Approach for Estimating Liquefaction-Induced Displacements of Geotechnical Structures. Ph.D. dissertation, presented to the Faculty of the Graduate School of The University of British Columbia, Vancouver, Canada (2001).
Beaty, M. H., and P. Byrne. “A synthesized approach for predicting liquefaction and resulting displacements,” in Proceedings of the Twelve World Conference on Earthquake Engineering (Auckland, New Zealand, January 30 - February 4, 2000), paper no. 1589 (2000).
Beaty, M. H., and P. Byrne. “Observations on the San Fernando Dams,” in Proceedings of the Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics (San Diego, California, March 26-31, 2001), paper no. 1589 (2001).
Belytschko, T. “An Overview of Semidiscretization and Time Integration Procedures,” in Computational Methods for Transient Analysis, Ch. 1, pp. 1-65. T. Belytschko and T. J. R. Hughes, eds. New York: Elsevier Science Publishers, B.V. (1983).
Biggs, J. M. Introduction to Structural Dynamics. New York: McGraw-Hill (1964).
Blake, F. G. “Spherical Wave Propagation in Solid Media,” J. Acous. Soc. Am., 24(2), 211-215 (1952).
Bureau, G., T. O. Keller and S. W. McClelland. “Nonlinear Seismic Analysis of Sweetwater Main Dam,” in Technologies to Enhance Dam Safety and Environment (Proceedings of the 25th USSD Conference, Salt Lake City, Utah, June 2005), pp. 367-384. Denver: U.S. Society of Dams (2005).
Byrne, P. “A Cyclic Shear-Volume Coupling and Pore-Pressure Model for Sand,” in Proceedings: Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics (St. Louis, Missouri, March 1991), Paper No. 1.24, 47-55 (1991).
Byrne, P. M., and D. L. Anderson (co-chairs). “Earthquake Design in the Fraser Delta, Task Force Report,” City of Richmond, B.C. publication and Soil Mech. Series No. 150, Dept. of Civil Engineering, University of British Columbia, Vancouver, B.C. (1991).
Byrne, P. M., et al. “Predicting Liquefaction Response of Granular Soils from Self-Boring Pressuremeter Tests,” ASCE National Convention, San Diego, California, October 23-27, ASCE, 56(GSP), pp. 122-135 (1995).
Byrne, P. M., E. Naesgaard and M. Seid-Karbasi. “Analysis and Design of Earth Structures to Resist Seismic Soil Liquefaction,” in Sea to Sky Geotechnique (59th Canadian Geotechnical Conference & 7th Joint CGS/IAH-CNC Groundwater Specialty Conference, Vancouver, Canada, October 2006), pp. 1-24. R. M. Hardy Address (2006).
Byrne, P. M., S. S. Park and M. Beaty. “Seismic liquefaction: centrifuge and numerical modeling,” in FLAC and Numerical Modeling in Geomechanics — 2003 (Proceedings of the 3nd International FLAC Symposium on Numerical Modeling in Geomechanics, Sudbury, Canada, October 2003), pp. 321-331. R. Brummer et al., eds. Rotterdam: A. A. Balkema (2003).
Byrne, P. M., and M. Seid-Karbasi. “Seismic Stability of Impoundments,” in Proceedings of the 17th VGS Symposium on Geotechnical Engineering for Geoenvironmental Applications (British Columbia), pp. 77-84 (2003).
Byrne, P. M., and D. Wijewickreme. “Liquefaction Resistance and Post-Liquefaction Response of Soils for Seismic Design of Buildings in Greater Vancouver,” in Sea to Sky Geotechnique (59th Canadian Geotechnical Conference & 7th Joint CGS/IAH-CNC Groundwater Specialty Conference, Vancouver, Canada, October 2006), pp. 1267-1278 (2006).
Cundall, P. A. “Explicit Finite Difference Methods in Geomechanics,” in Numerical Methods in Engineering (Proceedings of the EF Conference on Numerical Methods in Geomechanics, Blacksburg, Virginia, June, 1976), Vol. 1, pp. 132-150 (1976).
Cheng, Z. and E. M. Dawson. “Applications of Maxwell Damping for Time Domain Seismic Analyses,” in Geo-Congress 2022 : Geophysical and Earthquake Engineering and Soil Dynamics, 2022.
Cundall, P. A., et al. “NESSI — Soil Structure Interaction Program for Dynamic and Static Problems,” Norwegian Geotechnical Institute, Report 51508-9 (December 1980).
Dafalias, Y. F. “Bounding surface plasticity. I: mathematical foundation and hypoplasticity,” Journal of Engineering Mechanics, ASCE, 112(9), 966-987 (1986).
Daller, J., W. Unterberger and B. Hochgatterer. “Vibration Control in Railway Tunnels,” in Proceedings of the 3rd Symposium on Tunnel Construction and Underground Structures (Ljubljana, Slovenia, September 1996).
Dames and Moore (San Francisco, California) and Science Applications, Incorporated (Oakland, California). “Study of Nonlinear Effects on One-Dimensional Earthquake Response,” Final Report to Electric Power Research Institute (Palo Alto, California), NP-865 (August 1978).
Darendeli, M. B. Development of a New Family of Normalized Modulus Reduction and Material Damping Curves. Ph.D. dissertation, presented to the Faculty of the Graduate School of The University of Texas at Austin (August 2001).
Dawson, E. M., et al. “A practice-oriented pore pressure generation model,” in FLAC and Numerical Modeling in Geomechanics — 2001 (Proceedings of the 2nd International FLAC Symposium, Lyon, France, May 29-31, 2001), pp 47-52. D. Billaux et al., eds. Minneapolis: Itasca (2001).
Dawson, E. M, and Z. Cheng. “Maxwell Damping: An Alternative to Rayleigh Damping,” in Geo-Extreme 2021 : Infrastructure Resilience, Big Data, and Risk, 2021.
Dinesh, S. V., T. G. Sitharam and J. S. Vinod. “Dynamic properties and liquefaction behavior of granular materials using discrete element method,” Current Science, Special Section: Geotechnics and earthquake hazards, Vol 87, No. 10 (25 November 2004).
Duncan, J. M., and C.-Y. Chang. “Nonlinear Analysis of Stress and Strain in Soils,” Soil Mechanics, 96(SM5), 1629-1653 (1970).
Gemant, A., and W. Jackson. “The Measurement of Internal Friction in Some Solid Dielectric Materials,” The London, Edinburgh, and Dublin Philosophical Magazine & Journal of Science, XXII, 960-983 (1937).
Hardin, B. O., and V. P. Drnevich. “Shear Modulus and Damping in Soils: I. Measurement and Parameter Effects, II. Design Equations and Curves,” Technical Reports UKY 27-70-CE 2 and 3, College of Engineering, University of Kentucky, Lexington, Kentucky. [These reports were later published in the Journal of Soil Mechanics and Foundation Division, ASCE, Vol. 98, No. 6, pp. 603-624 and No. 7, pp. 667-691, in June and July 1972.]
Hashash, Y.M.A., Musgrove, M.I., Harmon, J.A., Ilhan, O., Groholski, D.R., Phillips, C.A., and Park, D. DEEPSOIL 7.0, User Manual (2017).
Idriss, I. M., and Joseph I. Sun. User’s Manual for SHAKE-91. University of California, Davis, Center for Geotechnical Modeling, Department of Civil & Environmental Engineering (November 1992).
Inel, S., W. H. Roth and C. de Rubertis. “Nonlinear Dynamic Effective-Stress Analysis of Two Case Histories,” in Proceedings of the Third International Conference on Case Histories in Geotechnical Engineering (St. Louis, Missouri, June 1993), pp. 1735-1741. Rolla, Missouri: University of Missouri-Rolla (1993).
Joyner, W. B., and A. T. F. Chen. “Calculation of Nonlinear Ground Response in Earthquakes,” Bull. Seismic Soc. Am., 65(5), 1315-1336 (1975).
Kolsky, H. Stress Waves in Solids. New York: Dover Publications (1963).
Kramer, S. L. Geotechnical Earthquake Engineering. New Jersey: Prentice-Hall (1996).
Kuhlemeyer, R. L., and J. Lysmer. “Finite Element Method Accuracy for Wave Propagation Problems,” J. Soil Mech. & Foundations, Div. ASCE, 99(SM5), 421-427 (May 1973).
Kunar, R. R., P. J. Beresford and P. A. Cundall. “A Tested Soil-Structure Model for Surface Structures,” in Proceedings of the Symposium on Soil-Structure Interaction (Roorkee University, India, January, 1977), Vol. 1, pp. 137-144. Meerut, India: Sarita Prakashan (1977).
Kutter, B. L., J. C. Chou and T. Travasarou. “Centrifuge Testing of the Seismic Performance of a Submerged Cut-and-Cover Tunnel in Liquefiable Soil,” in Geotechnical Earthquake Engineering and Solid Dynamics (GEESD IV, Sacramento, California, May 2008), CD Proceedings, Geotechnical Special Publication No. 181. D. Zeng, M. T. Manzari and D. R. Hiltunen, eds. New York: ASCE (2008).
Lindquist, D. D. “Seismic Modeling of a 135-Foot-Tall MSE Wall,” in Geotechnical Earthquake Engineering and Solid Dynamics (GEESD IV, Sacramento, California, May 2008), CD Proceedings, Geotechnical Special Publication No. 181. D. Zeng, M. T. Manzari and D. R. Hiltunen, eds. New York: ASCE (2008).
Lysmer, J., and R. L. Kuhlemeyer. “Finite Dynamic Model for Infinite Media,” J. Eng. Mech., 95(EM4), 859-877 (1969).
Lysmer, J., and G. Waas. “Shear Waves in Plane Infinite Structures,” ASCE J. Eng. Mech., 98(EM1), 85-105 (1972).
Martin, G. R., W. D. L. Finn and H. B. Seed. “Fundamentals of Liquefaction Under Cyclic Loading,” J. Geotech., Div. ASCE, 101(GT5), 423-438 (1975).
Masing, G. “Eigenspannungen und Verfertigung beim Messing,” in Proceedings, 2nd International Congress on Applied Mechanics. Zurich, Switzerland (1926).
Mayoral, J. M., M. P. Romo and S. Martinez. “Advanced 3-D Seismic Soil-Structure Interaction Analysis of a Cellular-Raft Foundation in Soft Clay, in Geotechnical Earthquake Engineering and Solid Dynamics (GEESD IV, Sacramento, California, May 2008), CD Proceedings, Geotechnical Special Publication No. 181. D. Zeng, M. T. Manzari and D. R. Hiltunen, eds. New York: ASCE (2008).
Mejia, L. H., and E. M. Dawson. “Earthquake Deconvolution for FLAC” in FLAC and Numerical Modeling in Geomechanics (Proceedings of the 4th International FLAC Symposium, Madrid, Spain, May 2006), pp. 211-219. P. Varona & R. Hart, eds. Minneapolis, Minnesota: Itasca Consulting Group Inc. (2006).
Miller, R. K. “The Effects of Boundary Friction on the Propagation of Elastic Waves, Bull. Seismic. Assoc. America, 68, 987-998 (1978).
Mitchell, J. K. “Recent Developments in Ground Improvement for Mitigation of Seismic Risk to Existing Embankment Dams,” in Geotechnical Earthquake Engineering and Solid Dynamics (GEESD IV, Sacramento, California, May 2008), CD Proceedings, Geotechnical Special Publication No. 181. D. Zeng, M. T. Manzari and D. R. Hiltunen, eds. New York: ASCE (2008).
Mogami, T., and K. Kubo. “The behavior of soils during vibration,” in Proceedings of the 3rd International Conference on Soil Mechanics and Foundation Engineering, Zurich, Switzerland, Vol. 1, pp. 152-155 (1953).
Newmark, N. M. “Effects of Earthquakes on Dams and Embankments,” Geotechnique, 15, No. 2, pp. 139-160 (1965).
Newmark, N. M., and W. J. Hall. Earthquake Spectra and Design. Earthquake Engineering Research Institute, Berkeley, California (1982).
Olson, S. M., and T. D. Stark. “Liquefied strength ratio from liquefaction flow failure case histories,” Canadian Geotechnical Journal, 39, 629-647 (2002).
Papadimitriou, A. G., G. D. Bouckovalas and Y. F. Dafalias. “Plasticity model for sand under small and large cyclic strains,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE 127(11), 973-983 (2001).
Papadimitriou, A. G., and G. D. Bouckovalas. “Plasticity model for sand under small and large cyclic strains: a multiaxial formulation,” Soil Dynamics and Earthquake Engineering, 22, 191-204 (2002).
Perlea, M., et al. “Deformation Analysis for Seismic Retrofit of an Embankment Dam,” in Geotechnical Earthquake Engineering and Solid Dynamics (GEESD IV, Sacramento, California, May 2008), CD Proceedings, Geotechnical Special Publication No. 181. D. Zeng, M. T. Manzari and D. R. Hiltunen, eds. New York: ASCE (2008).
Pyke, R. “Evolution of Soil Models Since the 1970s,” prepared for Pacific Earthquake Engineering (PEER) Center Workshop (2004). Available from Itasca upon request.
Rayhani, M. H. T., and H. El Naggar. “Physical and Numerical Modeling of Dynamic Soil-Structure Interaction,” in Geotechnical Earthquake Engineering and Solid Dynamics (GEESD IV, Sacramento, California, May 2008), CD Proceedings, Geotechnical Special Publication No. 181. D. Zeng, M. T. Manzari and D. R. Hiltunen, eds. New York: ASCE (2008).
Roesset, J. M., and M. M. Ettouney. “Transmitting Boundaries: A Comparison,” Int. J. Num. & Analy. Methods Geomech., 1, 151-176 (1977).
Roth, W. H., G. Bureau, and G. Brodt. “Pleasant Valley Dam: An approach to quantifying the effect of foundation liquefaction,” 17th International Congress on Large Dams, Vienna, Austria (1991).
Roth W. H., et al. “Nonlinear Dynamic SSI Analysis of a Concrete Water Reservoir,” in Geotechnical Earthquake Engineering and Solid Dynamics (GEESD IV, Sacramento, California, May 2008), CD Proceedings, Geotechnical Special Publication No. 181. D. Zeng, M. T. Manzari and D. R. Hiltunen, eds. New York: ASCE (2008).
Roth, W. H., et al. “Upper San Fernando Dam 1971 Revisited,” 10th Annual Conference of the Association of State Dam Safety Officials, Kansas City, Missouri (1993).
Salah-Mars, S., et al. “Seismic Vulnerability of the Sacramento-San Joaquin Delta Levees,” in Geotechnical Earthquake Engineering and Solid Dynamics (GEESD IV, Sacramento, California, May 2008), CD Proceedings, Geotechnical Special Publication No. 181. D. Zeng, M. T. Manzari and D. R. Hiltunen, eds. New York: ASCE (2008).
Schnabel, P. B., J. Lysmer and H. Bolton Seed. “SHAKE: A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites,” University of California, Berkeley, Earthquake Engineering Research Center, Report No. UCB/EERC-71/12 (1972).
Seed, H. B., and I. Idriss. “Influence of Soil Conditions on Ground Motion during Earthquakes,” J. Soil Mech. Found., Div. ASCE, 95, 99-137 (1969).
Seed, H. B., and I. Idriss. “Simplified Procedure for Evaluating Soil Liquefaction Potential,” J. Soil Mech. & Foundations, Div. ASCE, 97(SM9), 1249-1273 (1971).
Seed, H. Bolton, and I. M. Idriss. “Soil Moduli and Damping Factors for Dynamic Response Analysis,” Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-70/10, p. 48 (December 1970).
Seed, H. B., P. P. Martin and J. Lysmer. “The Generation and Dissipation of Pore Water Pressures During Soil Liquefaction,” University of California, Berkeley, Earthquake Engineering Research Center, NSF Report PB-252 648 (August 1975).
Seed, H. Bolton, et al. “Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 112, No. GT11, pp. 1016-1032 (November 1986).
Seed, R. B., and L. F. Harder. “SPT-based analysis of cyclic pore pressure generation and undrained residual strength,” in Proceedings of the H. B. Seed Memorial Symposium, Vol. 2, pp. 351-376. Bi-Tech Publishing Ltd. (1990).
Sun, J. I., R. Golesorkhi and H. Bolton Seed. “Dynamic Moduli and Damping Ratios for Cohesive Soils,” Earthquake Engineering Research Center, University of California, Berkeley, Report No. UCB/EERC-88/15, p. 42 (1988).
Unutmaz, B., and K. Onder Cetin. “Assessment of Structure-Induced Liquefaction Triggering,” in Geotechnical Earthquake Engineering and Solid Dynamics (GEESD IV, Sacramento, California, May 2008), CD Proceedings, Geotechnical Special Publication No. 181, paper no. 076. D. Zeng, M. Manzari and D. R. Hiltunen, eds. New York: ASCE (2008).
Unterberger, W., P. A. Cundall and A. H. Zettler. “Dynamic Substepping — Increasing the Power of Explicit Finite Difference Methods,” in Proceedings of the 9th International Conference on Computer Methods and Advances in Geomechanics (Wuhan, China, November 1997). Rotterdam: A. A. Balkema (1997).
Unterberger, W., B. Hochgatterer and R. Poisel. “Numerical Prediction of Vibrations Caused by Rail Traffic in Tunnels,” in Geomechanics 96 (Proceedings of the International Conference, Roznov, Czech Republic, November 1996), pp. 241-246. Z. Rakowski, ed. Rotterdam: A. A. Balkema (1997).
Vucetic, M., and R. Dobry. “Effect of Soil Plasticity on Cyclic Response,” in J. Geotech. Eng. Div., ASCE, Vol. 111, No. 1, pp. 89-107 (January 1991).
Wang, Z.-L. Bounding Surface Hypoplasticity Model for Granular Soils and Its Applications. Ph.D. dissertation, presented to the Faculty of the Graduate School of The University of California, Davis. Information Service, Order No. 9110679, Ann Arbor, MI 48106 (1990).
Wang, Z.-L., et al. “Simulation of Earthquake Performance of a Waterfront Slope Using Fully Coupled Effective Stress Approach,” in FLAC and Numerical Modeling in Geomechanics — 2001 (Proceedings of the 2nd International FLAC Symposium on Numerical Modeling in Geomechanics, Ecully-Lyon, France, October 2001), pp. 101-108. D. Billaux et al., eds. Rotterdam: A. A. Balkema (2001).
Wegel, R. L., and H. Walther. “Internal Dissipation in Solids for Small Cyclic Strains,” Physics, 6, 141-157 (1935).
White, W., S. Valliappan and I. K. Lee. “Unified Boundary for Finite Dynamic Models,” J. Eng. Mech., 103, 949-964 (1977).
Wilkins, M. L. “Use of Artificial Viscosity in Multidimensional Fluid Dynamic Calculations,” in Journal of Computational Physics, 36, 281-303 (1980).
Wolf, J. P. Dynamic Soil-Structure Interaction. New Jersey: Prentice-Hall (1985).
Yegian, M. K., et al. “Seismic Soil-Foundation Investigation of the Brooklyn Bridge,” in Geotechnical Earthquake Engineering and Solid Dynamics (GEESD IV, Sacramento, California, May 2008), CD Proceedings, Geotechnical Special Publication No. 181. D. Zeng, M. T. Manzari and D. R. Hiltunen, eds. New York: ASCE (2008).
Youd, T. L., et al. “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(4), 297-313 (2001).
Zeng, D., M. T. Manzari and D. R. Hiltunen, eds. Geotechnical Earthquake Engineering and Soil Dynamics IV (Proceedings of the Conference, Sacramento, California, May 2008), Geotechnical Special Publication No. 181. New York: ASCE (2008).
Was this helpful? ... | Itasca Software © 2024, Itasca | Updated: Dec 19, 2024 |