Please use this identifier to cite or link to this item: https://dspace.iiti.ac.in/handle/123456789/16668
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dc.contributor.authorSatyam, Neelima D.en_US
dc.date.accessioned2025-09-04T12:41:57Z-
dc.date.available2025-09-04T12:41:57Z-
dc.date.issued2025-
dc.identifier.citationDagliya, M., & Satyam, N. (2025). Strengthening Sand Particles of Thar Desert Using Biopolymer. Lecture Notes in Civil Engineering, 577, 91–101. https://doi.org/10.1007/978-981-96-2034-0_9en_US
dc.identifier.isbn978-9819620951-
dc.identifier.isbn9789819674879-
dc.identifier.isbn9789819616053-
dc.identifier.isbn9783031988929-
dc.identifier.isbn9783031927539-
dc.identifier.isbn9783031920431-
dc.identifier.isbn9789819652051-
dc.identifier.isbn9789819620333-
dc.identifier.isbn9789811613029-
dc.identifier.isbn9789819798308-
dc.identifier.issn2366-2565-
dc.identifier.issn2366-2557-
dc.identifier.otherEID(2-s2.0-105013539244)-
dc.identifier.urihttps://dx.doi.org/10.1007/978-981-96-2034-0_9-
dc.identifier.urihttps://dspace.iiti.ac.in:8080/jspui/handle/123456789/16668-
dc.description.abstractSand-biopolymer interactions are one of the nature-friendly solutions to develop a bond between sand grains. The current study presents different orders of pore volume (PV) with different percentages of biopolymer, mixed with sand to assess the improved strength of sand. To check the effect of sand-biopolymer binding, unconfined compressive strength (UCS), ultrasonic pulse velocity (UPV), and split tensile strength (STS), tests are conducted on the treated desert sand to assess the efficacy of Acacia Gum (AG). This research aims to shed light on the importance of AG biopolymer as an environment-friendly solution for enhancing the mechanical properties of desert sand, unlocking new paths for sustainable desert stabilization and improvement techniques. These biopolymers were used at three different levels i.e., 0.5, 1, and 1.5%, and with two different PVs i.e., 1 PV and 0.75 PV. The STS and UCS test samples were prepared by mixing sand and biopolymer solution with aspect ratios of 1:1 and 1:2, respectively. The UCS test samples were first tested for non-destructive testing i.e., UPV, and then tested for destructive test. It was found that the maximum values for UPV, UCS, and STS were 1340 m/s, 1265 kPa, and 162 kPa respectively for AG/0.75/1.5%, and the minimum values for UPV, UCS, and STS were 637 m/s, 495 kPa, and 56 kPa respectively for AG/1/0.5%. Scanning electron microscope (SEM), test was performed for microstructural analysis. SEM analysis revealed a strong bond between sand particles and biopolymers. The results of the present study indicate the strength improvement attained with varying biopolymer percentages and PV and is useful for desert sand strengthening. © 2025 Elsevier B.V., All rights reserved.en_US
dc.language.isoenen_US
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.sourceLecture Notes in Civil Engineeringen_US
dc.subjectAcacia Gumen_US
dc.subjectBiopolymeren_US
dc.subjectDesert Sanden_US
dc.subjectSustainabilityen_US
dc.subjectUpven_US
dc.subjectAspect Ratioen_US
dc.subjectBridge Decksen_US
dc.subjectCompressive Strengthen_US
dc.subjectLandformsen_US
dc.subjectNondestructive Examinationen_US
dc.subjectSanden_US
dc.subjectStrengthening (metal)en_US
dc.subjectSustainable Developmenten_US
dc.subjectTensile Strengthen_US
dc.subjectUltrasonic Testingen_US
dc.subjectAcacia Gumen_US
dc.subjectAnd Splitsen_US
dc.subjectDesert Sanden_US
dc.subjectPore Volumeen_US
dc.subjectSand Particlesen_US
dc.subjectSplit Tensile Strengthsen_US
dc.subjectStrength Testsen_US
dc.subjectTest Samplesen_US
dc.subjectUltrasonic Pulse Velocityen_US
dc.subjectUnconfined Compressive Strengthen_US
dc.subjectBiopolymersen_US
dc.titleStrengthening Sand Particles of Thar Desert Using Biopolymeren_US
dc.typeConference Paperen_US
Appears in Collections:Department of Civil Engineering

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