Numerical assessment of the influence of stone columns on liquefaction-induced seismic effects in RC structures

The cyclic shear stress induced in loosesaturated sandy soil owing to seismic loading may trigger liquefactionphenomena. Seismic-induced liquefaction can cause significant damage to thesub-structure and the super-structure resting on the soil stratum. Severalstudies have highlighted the effectivenes...

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Библиографические подробности

Главные авторы:	Murugesan Sankaranarayanan, Palani Jagan, Joseph Antony Visuvasam, Sembulichampalayam Sennimalai Chandrasekaran
Формат:	Artigo
Язык:	Inglês
Опубликовано:	Taylor & Francis Group 2025-12-01
Серии:	Geomatics, Natural Hazards & Risk
Предметы:	Liquefaction excess pore pressure soil settlement storey lateral displacement stone columns
Online-ссылка:	https://www.tandfonline.com/doi/10.1080/19475705.2025.2579755
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