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May 9, 2026International Journal for Numerical and Analytical Methods in Geomechanics0 citationsOpen Access

Reply to Discussion on “Seismic Bearing Capacity of Strip Footing on Excavations Considering Soil Strength Anisotropy Using Modified Pseudo‐Dynamic and Pseudo‐Static Approaches”

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SSShabnam ShirazizadehAKAmin KeshavarzMBMajid Beygi

Key Points

  • This reply addresses discussions on the seismic bearing capacity of strip footings considering soil strength anisotropy.
  • Analysis of previous methodologies
  • Discussion of modified pseudo-dynamic and pseudo-static approaches
  • No specific results stated, as authors declare no conflicts of interest and provide data on request.

Abstract

The authors declare no conflicts of interest. Data available on request from the authors.

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Cite This Study

Shirazizadeh et al. (2026) studied this question.

synapsesocial.com/papers/69fecfe9b9154b0b82876f46https://doi.org/10.1002/nag.70335
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