Research Reports (in chronological order)



  1. Imbsen, R. A., et al. "SEISAB-I, SEIsmic Analysis of Bridges User Manual." Engineering Computer Corporation, 1982.

  2. Imbsen, R. A., Kaliakin, V. N., and Lea, J. "SEISAB-I, SEIsmic Analysis of Bridges Example Problems (manual)." Engineering Computer Corporation, 1982.

  3. Herrmann, L. R., Kaliakin, V. N., Dafalias, Y. F. "Computer Implementation of the Bounding Surface Plasticity Model for Cohesive Soils." Final Report to the Civil Engineering Laboratory, Naval Construction Battalion Center, Port Hueneme, CA., 1983.

  4. Herrmann, L. R., Kaliakin, V. N., and Shen, C. K. "Improved Numerical Implementation of the Bounding Surface Plasticity Model for Cohesive Soils." Final Report to the Civil Engineering Laboratory, Naval Construction Battalion Center, Port Hueneme, CA., 1985.

  5. Shen, C. K., Zhu, Z. Y., Herrmann, L. R., and Kaliakin, V. N. "Validation of Bounding Surface Plasticity Theory using Preliminary Geotechnical Centrifuge Experiments." Final Report to the Civil Engineering Laboratory, Naval Construction Battalion Center, Port Hueneme, CA., May 1986.

  6. Kaliakin, V. N., Dafalias, Y. F., and Cheney, J. A. "Extension of the Bounding Surface Soil Plasticity Model to Account for High Pressures." Final Report to the Earth Sciences Division, Lawrence Livermore National Laboratory, July 1986.

  7. Kaliakin, V. N., and Herrmann, L. R. "Guidelines for Implementing the Elastoplastic-Viscoplastic Bounding Surface Model for Isotropic Cohesive Soils." Department of Civil Engineering Report, University of California, Davis, 1987.

  8. Herrmann, L. R., and Kaliakin, V. N. "User's Manual for SAC-2, A Two- Dimensional Nonlinear, Time Dependent, Soil Analysis Code Using the Bounding Surface Elastoplasticity-Viscoplasticity Model." Volumes I and II, Department of Civil Engineering Report, University of California, Davis, 1987.

  9. Kaliakin, V. N., and Herrmann, L. R. "Numerical Implementation of the Elastoplastic-Viscoplastic Bounding Surface Model for Isotropic Cohesive Soils ­ The EVALVP Computer Program, Version 1.1." Department of Civil Engineering Report, University of California, Davis, 1987.

  10. Kaliakin, V. N., and Dafalias, Y. F. "Details Regarding the Elastoplastic- Viscoplastic Bounding Surface Model for Isotropic Cohesive Soils." Department of Civil Engineering Report, University of California, Davis, 1987.

  11. Kaliakin, V. N., and Dafalias, Y. F. "Details Regarding the Elastoplastic- Viscoplastic Bounding Surface Model for Isotropic Cohesive Soils." Department of Civil Engineering Report, University of California, Davis, 1987.
  12. Perano, K. J., and Kaliakin, V. N. "INTERP ­ A Fortran Callable Free Format Data Interpretation Subroutine System." SAND 87-8244, Sandia National Laboratory, 1989.

  13. Kaliakin, V. N., and Dafalias, Y. F. "Details Regarding the Elastoplastic- Viscoplastic Bounding Surface Model for Isotropic Cohesive Soils." Civil Engineering Report No. 91-1, University of Delaware, Newark, DE, 1991.

  14. Kaliakin, V. N. "CALBR8, A Simple Computer Program for Assessing the Idiosyncrasies of Various Constitutive Models Used to Characterize Soils." Civil Engineering Report No. 92-1, University of Delaware, Newark, DE, 1992.

  15. Kaliakin, V. N. and Xi, F. "Finite Element Analysis of Geosynthetically Reinforced Walls: A Parametric Study." Civil Engineering Report No. 92-3, University of Delaware, Newark, DE, August 1992.

  16. Cui, L., Cheng, A. H-D., Abousleiman, Y. and Kaliakin, V. "3-D Finite Element Analysis of Nonlinear Poroelasticity: Preliminary Results." Rock Mechanics Consortium Report RMC-93-01, University of Oklahoma, 1993.

  17. Li, J. and Kaliakin, V. N. "Numerical Simulation of Interfaces in Geomaterials: Development of New Zero-Thickness Interface Elements." Civil Engineering Report No. 93-6, University of Delaware, Newark, DE, 1993.

  18. Kaliakin, V. N. and Li, J. "Numerical Study of Interface Elements : Applications to Earth Structures." Civil Engineering Report No. 93-7, University of Delaware, Newark, DE, 1993.

  19. Kaliakin, V. N. "APES2D, analysis program for earth structures in two dimensions, Version 0.95." Civil Engineering Report No. 93-8, University of Delaware, Newark, DE, 1993.

  20. Cui, L., Abousleiman, Y., Cheng, A. H-D. and Kaliakin, V. "Three- Dimensional Poroelastic Finite Element Analysis of Inclined Borehole." The University of Oklahoma School of Petroleum and Geological Engineering, Report RMC-93-20, 1993.

  21. Min, Y., Leshchinsky, D., Kaliakin, V. N., and Ling, H. I. "A Study of Pullout Behavior for Embedded Geogrid Subjected to Sustained and Repeated Loads." Research Report, Delaware Transportation Institute, University of Delaware, 1994.

  22. Chajes, M. J., Kaliakin, V. N., Holsinger, S. D. and Meyer, A. J. "Design of Timber Bridges Using Composite Wood Beams." Civil Engineering Report No. 94-4, University of Delaware, Newark, DE, 1994.

  23. Chajes, M. J., Mertz, D. R., Kaliakin, V. N., Karbhari, V. M., Faqiri, A. W., and Finch, W. W. "Using Fiber Reinforced Plastics to Rehabilitate Concrete Bridges." Research Report, Delaware Transportation Institute, University of Delaware, 1995.

  24. Kaliakin, V. N. "APES, Analysis Program for Earth Structures in Two and Three Dimensions, Version 2.0." Civil Engineering Report No. 95-1, University of Delaware, Newark, DE, 1995.

  25. Ward, A.P., Chajes, M.J., and Kaliakin, V.N. "Seismic Screening and Retrofitting of Delaware's Bridges." Delaware Transportation Institute Report, University of Delaware, 1995.

  26. Pamuk, A., Leshchinsky, D., Ling, H. I. and Kaliakin, V. N., "Interaction Behavior of Geogrids Embedded in Clay Subjected to Static and Repeated Loads," Delaware Transportation Institute Report, University of Delaware, 1997.



updated : 10.28.99