Please use this identifier to cite or link to this item: https://dspace.iiti.ac.in/handle/123456789/14167
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dc.contributor.authorDagliya, Monikaen_US
dc.contributor.authorNeelima Satyam, D.en_US
dc.date.accessioned2024-08-14T10:23:41Z-
dc.date.available2024-08-14T10:23:41Z-
dc.date.issued2024-
dc.identifier.citationDagliya, M., & Satyam, N. (2024). MICP-Based Indian Desert Sand Stabilization. Springer Science and Business Media Deutschland GmbH. https://doi.org/10.1007/978-981-97-1745-3_10en_US
dc.identifier.issn2366-2557-
dc.identifier.otherEID(2-s2.0-85197223010)-
dc.identifier.urihttps://doi.org/10.1007/978-981-97-1745-3_10-
dc.identifier.urihttps://dspace.iiti.ac.in/handle/123456789/14167-
dc.description.abstractThis study investigates MICP's efficacy in reducing wind-induced sand erosion in Indian desert sand. The sand was treated with S. pasteurii bacterial solution and cementation solution via spray application at 45 °C for 7 and 14 days. Wind tunnel tests at speeds of 5 m/s, 15 m/s, and 25 m/s assessed erosion, while the pocket penetrometer measured crust strength. Calcite formation was gauged with a calcimeter, and microcharacterization was done with SEM and EDX analysis. Results indicate significant erosion in untreated sand with increasing wind speed, contrasting with minimal erosion in biotreated sand. Compressive strength and calcite content rose with treatment duration, supported by calcium peaks in EDX analysis and observed bond formation in SEM images. © The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2024.en_US
dc.language.isoenen_US
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.sourceLecture Notes in Civil Engineeringen_US
dc.subjectCrust strengthen_US
dc.subjectMICPen_US
dc.subjectPocket penetrometeren_US
dc.subjectSand erosionen_US
dc.subjectWind tunnelen_US
dc.titleMICP-Based Indian Desert Sand Stabilizationen_US
dc.typeConference Paperen_US
Appears in Collections:Department of Mechanical Engineering

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