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author = "Li, Xiang-Ling"
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Found 9 documents, displaying page 1 of 1

Study on the hydraulic conductivity of Boom clay

Description : The hydraulic conductivity is a key parameter in geotechnical engineering practice for the seepage and consolidation analysis. Experimental results show that the hydraulic conductivity is mainly governed by the soil porosity, and the correlations with void ratio are usually proposed. The validity of...
Repository : HAL - Hyper Article on Line
Language(s) : English

An Experimental Study on the Secondary Deformation of Boom Clay

Description : Boom clay formation, a deposit of slightly over-consolidated marine clay that belongs to the Oligocene series in the north east of Belgium, has been selected as a possible host material of nuclear waste disposal. In this context, the long-term deformation behaviour of Boom clay is of crucial importa...
Repository : HAL - Hyper Article on Line
Language(s) : English

Suction effects in deep Boom clay block samples

Description : Extensive investigations have been and are being carried out on a stiff clay from an underground research laboratory located at Mol (Belgium) called Boom clay, in the context of research into deep nuclear waste disposal. Suction effects in deep Boom clay block samples were investigated through the c...
Repository : HAL - Hyper Article on Line
Language(s) : English

Investigating the time-dependent behaviour of Boom clay under thermo-mechanical loading

Description : Among the various laboratory studies to investigate the Thermo-Hydro-Mechanical (THM) behaviour of Boom clay, relatively few were devoted to the time dependent behaviour, limiting any relevant analysis of the long-term behaviour of the disposal facility. The present work aims at investigating the ti...
Repository : HAL - Hyper Article on Line
Language(s) : English

Suction effects in deep Boom clay block samples

Description : Extensive investigations have been and are being carried out on a stiff clay from an underground research laboratory located at Mol (Belgium) called Boom clay, in the context of research into deep nuclear waste disposal. Suction effects in deep Boom clay block samples were investigated through the...
Repository : arXiv
Language(s) : Undetermined

Investigating the time-dependent behaviour of Boom clay under thermo-mechanical loading

Description : Among the various laboratory studies to investigate the Thermo-Hydro-Mechanical (THM) behaviour of Boom clay, relatively few were devoted to the time dependent behaviour, limiting any relevant analysis of the long-term behaviour of the disposal facility. The present work aims at investigating the ...
Repository : arXiv
Language(s) : Undetermined

Investigating the pore-water chemistry effects on the volume change behaviour of Boom clay

Description : The Essen site has been chosen as an alternative site for nuclear waste disposal in Belgium. The soil formation involved at this site is the same as at Mol site: Boom clay. However, owing to its geographical situation closer to the sea, Boom clay at Essen presents a pore water salinity 4-5 times hig...
Repository : HAL - Hyper Article on Line
Language(s) : English

Laboratory Hydro-mechanical Characterisation of Boom Clay at Essen and Mol

Description : Boom clay has been selected as a potential host rock formation for the geological disposal of radioactive waste in Belgium. In the present work, the hydro-mechanical behaviour of Boom clay samples from the borehole Essen-1 at a depth of 220 - 260 m and from HADES that is the underground rock laborat...
Repository : HAL - Hyper Article on Line
Language(s) : English
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Found 9 documents, displaying page 1 of 1