Lugeon tests at partial saturation : experimental and empirical contributions

dc.contributor.authorJones, Brendon Ronald
dc.contributor.authorVan Rooy, J.L. (Jan Louis)
dc.contributor.authorDippenaar, Matthys Alois
dc.contributor.emailmatthys.dippenaar@up.ac.zaen_ZA
dc.date.accessioned2018-10-08T11:15:40Z
dc.date.issued2019-02
dc.description.abstractImplications of improved understanding of variably saturated flow are numerous, especially given the complexity, heterogeneity, and anisotropy of the intermediate fractured vadose zone. One such an implication is the quantification of water movement for engineering purposes, as flow-through unsaturated discontinuities cannot be quantified through commonly applied saturated approaches. This paper presents an experimental study using geotechnical centrifuge modelling to investigate flow behaviour during Lugeon tests, through the fundamental concept of a smooth, clean, open fracture, at partial saturation. The study comprised flow visualisation experiments conducted on transparent replicas of horizontal and inclined fractures, with water injected under a consecutive series of ascending and descending pressures. Findings from the research proved that preferential flow occupied the minority of cross-sectional area despite the hydraulic pressure. Furthermore, the observed behaviour of these preferential pathways indicated non-linear flow. Deviation from linearity occurred at small fluxes and is likely as a result of inertial effects due to fluid bending at the inlet source into the fracture. To assess these non-linear results, the Forchheimer relationship was used to predict the flow rate at the imposed hydraulic heads. As the width of the fracture could not be used as input into the equation, due to the lack of saturation across its width, the width of the flow path was used instead. This resulted in the predicted results comparing well with the measured flow rates, and indicates that the Forchheimer relationship can potentially be used to describe unsaturated flow in discrete, open fractures.en_ZA
dc.description.departmentGeologyen_ZA
dc.description.embargo2020-02-01
dc.description.librarianhj2018en_ZA
dc.description.sponsorshipThe South African Water Resource Commission (http://www.wrc.org.za) for their financial support by projects K5/2326, together with the National Research Foundation (NRF).en_ZA
dc.description.urihttp://link.springer.com/journal/603en_ZA
dc.identifier.citationJones, B.R., Van Rooy, J.L. & Dippenaar, M.A. Lugeon Tests at Partial Saturation: Experimental and Empirical Contributions. Rock Mechanics and Rock Engineering (2019) 52: 351-372. https://doi.org/10.1007/s00603-018-1592-0.en_ZA
dc.identifier.issn0723-2632 (print)
dc.identifier.issn1434-453X (online)
dc.identifier.other10.1007/s00603-018-1592-0
dc.identifier.urihttp://hdl.handle.net/2263/66787
dc.language.isoenen_ZA
dc.publisherSpringeren_ZA
dc.rights© Springer-Verlag GmbH Austria, part of Springer Nature 2018. The original publication is available at : http://link.springer.com/journal/603.en_ZA
dc.subjectForchheimer equationen_ZA
dc.subjectReynolds numberen_ZA
dc.subjectWater pressure testen_ZA
dc.subjectGeotechnical centrifugeen_ZA
dc.subjectFlow mechanismen_ZA
dc.subjectUnsaturateden_ZA
dc.subjectPackeren_ZA
dc.subjectFractureen_ZA
dc.subjectGroundwater flowen_ZA
dc.subjectCentrifugesen_ZA
dc.titleLugeon tests at partial saturation : experimental and empirical contributionsen_ZA
dc.typePostprint Articleen_ZA

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