Please use this identifier to cite or link to this item: https://idr.l1.nitk.ac.in/jspui/handle/123456789/15089
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dc.contributor.authorUjwala Shenoy K.
dc.contributor.authorBabu Narayan K.S.
dc.contributor.authorSunil B.M.
dc.date.accessioned2021-05-05T10:16:24Z-
dc.date.available2021-05-05T10:16:24Z-
dc.date.issued2021
dc.identifier.citationLecture Notes in Civil Engineering , Vol. 105 , , p. 239 - 249en_US
dc.identifier.urihttps://doi.org/10.1007/978-981-15-8293-6_21
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/15089-
dc.description.abstractSoils exhibit seasonal saturation and desiccation, often resulting in varying degrees of moisture content. In practice, soil is seldom fully saturated. When it is completely dry or wet, it behaves as a two-phase system. Otherwise, the moisture content within the interstices of soil vary, leading to partially saturated conditions. Unsaturated soil condition has significant influence on soil behaviour. This paper presents a brief review of the emergence of unsaturated soil mechanics and its applications. © 2021, Springer Nature Singapore Pte Ltd.en_US
dc.titleThe Need for Unsaturated Soil Mechanics: A Brief Reviewen_US
dc.typeConference Paperen_US
Appears in Collections:2. Conference Papers

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