Reply to Discussion on “Seismic Bearing Capacity of Strip Footing on Excavations Considering Soil Strength Anisotropy Using Modified Pseudo‐Dynamic and Pseudo‐Static Approaches”
Source abstract
Abstract
The authors declare no conflicts of interest. Data available on request from the authors.
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Analysis · Geotechnical Engineering and Soil Stabilization
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Affiliations
School of Engineering RMIT University Melbourne Victoria Australia
Department of Civil Engineering Persian Gulf University Bushehr Iran
Department of Civil Engineering National University of Skills (NUS) Tehran Iran
References (11)
Show source-provided references
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