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Investigation of Liquefiable Sandy Soil Improvement by Ordinary and Geotextile-Reinforced Stone Columns Using a Small-Scale Shaking Table

The increase in construction in coastal cities, which are prone to liquefaction due to the high level of underground water and soil type, along with their soil conditions that do not meet the technical requirements, has led engineers to undertake soil improvement. Among the liquefaction mitigation m...

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Bibliografiske detaljer
Principais autores: Parna Yarbakhti, Aliakbar Golshani
Format: Artigo
Sprog:Persa
Udgivet: Sharif University of Technology 2025-09-01
Serier:مهندسی عمران شریف
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Online adgang:https://sjce.journals.sharif.edu/article_23665_c49885bb9c24d4a1fc32485fa8820e84.pdf
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