Advertisement

Discussion of “Seismic Bearing Capacity of Shallow Strip Footing with Coulomb Failure Mechanism using Limit Equilibrium Method” by S. Ghosh, L. Debnath. December 2017, Volume 35, Issue 6, pp. 2647–2661. DOI: https://doi.org/10.1007/s10706-017-0268-y

  • Reza Jamshidi Chenari
  • Ardavan Izadi
  • Mahsa Nezami Somesaraie
Comments/Discussions and Replies
  • 37 Downloads

References

  1. Chen WF (1975) Limit analysis and soil plasticity. Elsevier, AmsterdamGoogle Scholar
  2. Hansen JB (1970) A revised and extended formula for bearing capacity, vol 28. Danish Geotechnical Institute, Copenhagen, pp 5–11Google Scholar
  3. Meyerhof GG (1951) The ultimate bearing capacity of foundations. Geotechnique 2(4):301–332CrossRefGoogle Scholar
  4. Michalowski R (1997) An estimate of the influence of soil weight on bearing capacity using limit analysis. Soils Found 37(4):57–64CrossRefGoogle Scholar
  5. Soubra AH (1999) Upper-bound solutions for bearing capacity of foundations. J Geotech Geoenviron Eng 125(1):59–68CrossRefGoogle Scholar
  6. Terzaghi K (1943) Theoretical soil mechanics. Wiley, New YorkCrossRefGoogle Scholar
  7. Vesić AS (1973) Analysis of ultimate loads of shallow foundations. J Soil Mech Found Div 99(1):45–73 Google Scholar
  8. Wang YJ, Yin JH, Chen ZY (2001) Calculation of bearing capacity of a strip footing using an upper bound method. Int J Numer Anal Methods Geomech 25(8):841–851CrossRefGoogle Scholar

Copyright information

© Springer International Publishing AG, part of Springer Nature 2018

Authors and Affiliations

  • Reza Jamshidi Chenari
    • 1
  • Ardavan Izadi
    • 1
  • Mahsa Nezami Somesaraie
    • 1
  1. 1.Department of Civil Engineering, Faculty of EngineeringUniversity of GuilanRashtIran

Personalised recommendations