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contributor authorAdrian O. Biggerstaff
contributor authorMichael Lepech
contributor authorDavid Loftus
date accessioned2025-04-20T10:20:10Z
date available2025-04-20T10:20:10Z
date copyright11/23/2024 12:00:00 AM
date issued2025
identifier otherJMCEE7.MTENG-18879.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304498
description abstractBiopolymer-bound soil composites (BSCs) are a new material class that is being researched for construction applications, including three-dimensional (3D) printing. To use this new material, researchers must understand its flow properties, which include its thixotropic behavior. This study uses a rheometer and vane geometry to perform flow and thixotropic tests on BSC. This paper presents a first attempt to characterize BSC flow properties using two thixotropic flow models. The first model uses a non-Newtonian fluid assumption and builds on the Herschel–Bulkley flow model. The second model relies on soil mechanics and builds on the Coulomb model. Both models satisfactorily capture the flow and thixotropic behavior of the BSC. However, the thixotropic Coulombic flow model also accounts for changes in normal pressure that act on the material at varying depths.
publisherAmerican Society of Civil Engineers
titleA Study on the Flow Behavior and Thixotropy of Biopolymer-Bound Soil Composite
typeJournal Article
journal volume37
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-18879
journal fristpage04024487-1
journal lastpage04024487-6
page6
treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 002
contenttypeFulltext


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