Twenty-five years geotechnical observation and testing in the Tertiary Boom Clay formation

TY - JOUR

T1 - Twenty-five years geotechnical observation and testing in the Tertiary Boom Clay formation

AU - Bernier, Frédéric

AU - Li, Xiang Ling

AU - Bastiaens, Wim

A2 - Verstricht, Jan

N1 - Score = 10

PY - 2007/3

Y1 - 2007/3

N2 - The research and development programme on geological disposal for high-level and long-lived waste (HLW) in Belgium was initiated in 1974. A deep tertiary clay formation, the Boom Clay, present under the Mol-Dessel nuclear site, was selected as a reference host formation for experimental purposes. The construction of the underground laboratory HADES (at a depth of 223 m, initiated in 1980 and extended in 2002) allowed the building of a valuable geotechnical database and led to the development of improved excavation techniques that significantly reduce the Excavation Damaged Zone (EDZ). Since the operational start of HADES about 25 years ago, many geotechnical measurements have been performed around excavations. Comparison between in-situ measurements and modelling results allowed a continuous improvement of our knowledge on the Boom Clay behaviour. Important issues to interpret correctly the measurements are the good control of the excavation parameters and the boundary conditions. An extensive characterisation of the hydromechanical response of Boom Clay around an excavation for short and long term conditions has been performed. One important finding was the occurrence of measurable hydraulic effects at a distance about 60 m (12.5 tunnel diameters) ahead of the tunnel excavation.

AB - The research and development programme on geological disposal for high-level and long-lived waste (HLW) in Belgium was initiated in 1974. A deep tertiary clay formation, the Boom Clay, present under the Mol-Dessel nuclear site, was selected as a reference host formation for experimental purposes. The construction of the underground laboratory HADES (at a depth of 223 m, initiated in 1980 and extended in 2002) allowed the building of a valuable geotechnical database and led to the development of improved excavation techniques that significantly reduce the Excavation Damaged Zone (EDZ). Since the operational start of HADES about 25 years ago, many geotechnical measurements have been performed around excavations. Comparison between in-situ measurements and modelling results allowed a continuous improvement of our knowledge on the Boom Clay behaviour. Important issues to interpret correctly the measurements are the good control of the excavation parameters and the boundary conditions. An extensive characterisation of the hydromechanical response of Boom Clay around an excavation for short and long term conditions has been performed. One important finding was the occurrence of measurable hydraulic effects at a distance about 60 m (12.5 tunnel diameters) ahead of the tunnel excavation.

KW - clays

KW - Radioactive waste disposal

KW - Pore pressures

KW - Monitoring

KW - Numerical modelling and analysis

KW - In situ testing

UR - http://ecm.sckcen.be/OTCS/llisapi.dll/open/ezp_86465

UR - http://knowledgecentre.sckcen.be/so2/bibref/4784

U2 - 10.1680/geot.2007.57.2.229

DO - 10.1680/geot.2007.57.2.229

M3 - Article

VL - 57

SP - 229

EP - 237

JO - Géotechnique

JF - Géotechnique

SN - 0016-8505

IS - 2

ER -