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This is an early access version, the complete PDF, HTML, and XML versions will be available soon. Open AccessArticle by Ömer Alp Atici SciProfiles Scilit Preprints.org Google Scholar *,†,‡ and Derya Burcu Özkan SciProfiles Scilit Preprints.org Google Scholar ‡ Department of Mechanical Engineering, Faculty of Mechanical Engineering, Yildiz Technical University, 34349 İstanbul, Turkey * Author to whom correspondence should be addressed.
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Downloaded 0 times Technical Papers Abstract Liquefaction-induced seismic vulnerability is still a major problem in geotechnical engineering applications. To address this issue, various liquefaction mitigation techniques have been proposed to reduce the excess pore water pressures and liquefaction-induced deformations. Recently, the induced partial saturation (IPS) method, by which the fully saturated condition in loose sands is altered to be partially saturated, was proposed.
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