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An Optimized Elasto-Plastic Subgrade Reaction For Modeling The Response Of A Nonlinear Foundation For A Structural Analysis Cover

An Optimized Elasto-Plastic Subgrade Reaction For Modeling The Response Of A Nonlinear Foundation For A Structural Analysis

Slovak Journal of Civil Engineering
Volume 23 (2015): Issue 3 (September 2015)
By:   
Open Access
|Oct 2015
References

References

  1. McGraw-Hill, New York.
    Search in Google Scholar
  2. . Cengage Learning.
    Search in Google Scholar
  3. , INTERFACES, 28, 5, 29-55.
    Open DOISearch in Google Scholar
  4. , Ann Arbor Press, Ann Arbor Michigan.
    Search in Google Scholar
  5. ACM Transactions on Mathematical Software, 4, 1, 34-49.
    Open DOISearch in Google Scholar
  6. .. Cambridge University Press.
    Search in Google Scholar
  7. Proceedings of 18Int’l Conf on Soil Mech Geot Engrg, Paris 2869-72.
    Search in Google Scholar
DOI: https://doi.org/10.1515/sjce-2015-0014 | Journal eISSN: 1338-3973 (formerly 1210-3896) | Journal ISSN: 1210-3896 (formerly 1338-3973)
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Language: English
Page range: 21 - 27
Published on: Oct 14, 2015
Published by: Slovak University of Technology in Bratislava
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
Soil-structure interaction,
pile foundation,
nonlinear modeling
Related subjects:
Engineering,
Introductions and overviews,
Engineering, other

© 2015 Richard Paul Ray, published by Slovak University of Technology in Bratislava
This work is licensed under the Creative Commons Attribution 4.0 License.

Volume 23 (2015): Issue 3 (September 2015)
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