Lugeon tests at partial saturation : experimental and empirical contributions

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dc.contributor.author Jones, Brendon Ronald
dc.contributor.author Van Rooy, J.L. (Jan Louis)
dc.contributor.author Dippenaar, Matthys Alois
dc.date.accessioned 2018-10-08T11:15:40Z
dc.date.issued 2019-02
dc.description.abstract Implications 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.department Geology en_ZA
dc.description.embargo 2020-02-01
dc.description.librarian hj2018 en_ZA
dc.description.sponsorship The 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.uri http://link.springer.com/journal/603 en_ZA
dc.identifier.citation Jones, 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.issn 0723-2632 (print)
dc.identifier.issn 1434-453X (online)
dc.identifier.other 10.1007/s00603-018-1592-0
dc.identifier.uri http://hdl.handle.net/2263/66787
dc.language.iso en en_ZA
dc.publisher Springer en_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.subject Forchheimer equation en_ZA
dc.subject Reynolds number en_ZA
dc.subject Water pressure test en_ZA
dc.subject Geotechnical centrifuge en_ZA
dc.subject Flow mechanism en_ZA
dc.subject Unsaturated en_ZA
dc.subject Packer en_ZA
dc.subject Fracture en_ZA
dc.subject Groundwater flow en_ZA
dc.subject Centrifuges en_ZA
dc.title Lugeon tests at partial saturation : experimental and empirical contributions en_ZA
dc.type Postprint Article en_ZA


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