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Thermo-Hydraulic Behaviour of Boom Clay Using a Heating Cell: An Experimental Study

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Part of the book series: Springer Series in Geomechanics and Geoengineering ((SSGG))

Abstract

Boom clay formation is a potential host rock for geological disposal of high-level nuclear waste in Belgium. Heating pulse tests with controlled power supply and controlled hydraulic boundary conditions were performed under constant volume conditions to study the hydraulic impact of thermal loading on the clay. Selected test results of intact borehole samples retrieved in horizontal direction are presented and discussed. The study focuses on the time evolution of temperature and pore water pressure changes along heating and cooling paths, i.e. pore pressure build-up during quasi-undrained heating and later dissipation at constant temperature towards the applied hydraulic boundary condition.

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© 2013 Springer-Verlag Berlin Heidelberg

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Lima, A., Romero, E., Gens, A., Li, X.L., Vaunat, J. (2013). Thermo-Hydraulic Behaviour of Boom Clay Using a Heating Cell: An Experimental Study. In: Laloui, L., Ferrari, A. (eds) Multiphysical Testing of Soils and Shales. Springer Series in Geomechanics and Geoengineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-32492-5_19

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  • DOI: https://doi.org/10.1007/978-3-642-32492-5_19

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-32491-8

  • Online ISBN: 978-3-642-32492-5

  • eBook Packages: EngineeringEngineering (R0)

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