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The influence of drying on the small strain shear modulus for static compacted Boom clay
(CRC Press, 2009)
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This paper presents experimental results concerning the influence of drying and compaction on the small strain shear modulus (G0) of samples of a Boom clay reconstituted in the laboratory. For that purpose, samples of Boom ...
Suction-controlled experiments on Boom clay
(Elsevier, 1997)
Article.
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Article.
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The understanding of the thermo-hydro-mechanical behaviour of a clay barrier is needed for the prediction of its
final in situ properties after the hydration and thermal transient in a radioactive waste repository.
As ...
Fenómenos de expansión en estribos
(2010)
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Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting
(Elsevier, 2005)
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Article.
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Expansive clay buffers in radioactive waste disposal designs experience cyclic drying and wetting paths during different
stages of their design life. Clayey soils subjected to these processes develop swelling and shrinkage ...
Experimental techniques for hydromechanical and electro-chemo-hydraulic processes
(ALERT Geomaterials, 2012-10)
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This chapter presents the fundamentals behind selected experimental techniques used to control and monitor some coupled multi-physics processes. The starting point is the review of the experimental techniques for coupled ...
Hydromechanical analysis in geotechnical engineering using the Material Point Method
(Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2011)
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The explicit version of the Material Point Method has been extended in order to
model coupled hydromechanical saturated problems. MPM discretizes the continuum, which is considered as a saturated soilfluid mixture, by ...
A practical method for suction estimation in unsaturated soil testing
(CRC Press, 2013)
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This research presents an alternative methodology to estimate suction in triaxial tests carried out under constant water content. A preliminary determination of the retention curve is proposed using two complementary ...
Microstructural deformation mechanisms of unsaturated granular soils
(Wiley, 2002)
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Article.
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A discrete model for unsaturated granular soils has been developed. Three discrete entities have been
defined: particles, water menisci and pores. Local interaction forces and water transfer mechanisms have
been integrated ...
Observation of soil curling using 2D laser scanner
(CRC Press, 2014)
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The process of drying in soil is often associated with complex deformations. Due to
the complexity of both the soil structure and the coupled hydro mechanical processes that occur during drying, different forms and shapes ...
Precise observation of soil surface curling
(2014-08)
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Article.
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The process of drying in soil is often associated with complex deformations. Due to the complexity of both the soil structure and the coupled hydro mechanical processes occurring during drying, different forms and shapes ...