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

Lima, A. / Romero, E. / Gens, A. / Li, X. L. / Vaunat, J.

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

Lima, A. / Romero, E. / Gens, A. / Li, X. L. / Vaunat, J.

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.

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

Lima, A. / Romero, E. / Gens, A. / Li, X. L. / Vaunat, J.

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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Title:

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

Additional title:

Springer Ser.Geomech.,Geoengineer.

Contributors:

Laloui, Lyesse (editor) / Ferrari, Alessio (editor) / Lima, A. (author) / Romero, E. (author) / Gens, A. (author) / Li, X. L. (author) / Vaunat, J. (author)

Published in:

Multiphysical Testing of Soils and Shales ; Chapter: 19 ; 163-168

Springer Series in Geomechanics and Geoengineering

Publication date:

2013-01-01

Size:

6 pages

ISBN:

978-3-642-32492-5 , 978-3-642-32491-8

ISSN:

1866-8763 , 1866-8755

DOI:

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

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

Pore Pressure , Pore Water Pressure , Cool Phasis , Canadian Geotechnical Journal , Cool Path Engineering , Geoengineering, Foundations, Hydraulics , Geotechnical Engineering & Applied Earth Sciences

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