Ground Improvement Technique to Mitigate Earthquake-Induced Liquefaction for Structures Resting on Pile Foundations

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dc.contributor.authorPradhan, M. K.
dc.contributor.authorPhanikanth, V. S.
dc.contributor.authorChoudhury, D.
dc.contributor.authorSrinivas, K.
dc.date.accessioned2024-11-19T09:16:54Z
dc.date.available2024-11-19T09:16:54Z
dc.date.issued2022
dc.description.divisionBARCen
dc.format.extent4109 bytes
dc.format.mimetypetext/html
dc.identifier.sourceProceedings of the National Academy of Sciences of India-A, 2022. Vol. 92: pp. 503-519en
dc.identifier.urihttp://hdl.handle.net/123456789/27732
dc.language.isoenen
dc.subjectLiquefaction potentialen
dc.subjectLateral spreadingen
dc.subjectGround improvementen
dc.subjectPile foundationen
dc.titleGround Improvement Technique to Mitigate Earthquake-Induced Liquefaction for Structures Resting on Pile Foundationsen
dc.typeArticleen

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