Foundation Problems in Earthquake Regions

  • Leonardo Zeevaert
Chapter

Abstract

A major earthquake produces a strong ground motion in the subsoil; consequently, underground and surface structures supported on the soil mass will be induced to move and take dynamic forces. The magnitude of the inertia forces are proportional to the acceleration at the depth at which the foundation structure is placed. Their action in the foundation structure may be estimated knowing the subsoil behavior. For this purpose, the maximum displacements, stresses, and accelerations should be determined in the soil mass.

Keywords

Shear Strength Pore Water Pressure Soil Mass Maximum Shear Stress Strong Ground Motion 
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References

  1. Zeevaert, L. (1983), Foundation Engineering for Difficult Subsoil Conditions, 2d ed., Van Nostrand Reinhold Co., New York, N.Y. Chapter III.4, pp. 207–209Google Scholar
  2. Chapter XII.3, pp. 529-532Google Scholar
  3. Chapter XII.3, p. 523Google Scholar
  4. Chapter XII.3, pp. 519-529Google Scholar
  5. Chapter VII.6, p. 311Google Scholar
  6. Chapter III.2, pp. 164-166 Zeevaert, L. (1987), Seismo-Soil Dynamics Response of the Ground Surface and Building Foundations in Mexico City Earthquake, September 19, 1985, ASCE Terzaghi Lecture, Anaheim, October.Google Scholar
  7. Zeevaert, L. (1988), Seismo-Geodynamics of the Ground Surface, Editora e Impresora International, S.A. de C.V., Mexico, D.F.Google Scholar

Copyright information

© Springer Science+Business Media New York 1991

Authors and Affiliations

  • Leonardo Zeevaert
    • 1
  1. 1.Universidad Nacional Autónoma de MéxicoMexico

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