幌延深地層研究所の250m調査坑道における掘削損傷領域の経時変化に関する検討;幌延深地層研究所の250m調査坑道における掘削損傷領域の経時変化に関する検討;Investigations for a Change of AN Excavation Damaged Zone with Time at the 250M Gallery in the Horonobe Underground Research Laboratory

[1]  J. J. Arps.  The Effect of Temperature on the Density and Electrical Resistivity of Sodium Chloride Solutions , 1953 .

[2]  Giovanni Leucci,et al.  Experimental studies on the effects of fracture on the P and S wave velocity propagation in sedimentary rock (“Calcarenite del Salento”) , 2006 .

[3]  T. Sato,et al.  In-situ experiments on an excavation disturbed zone induced by mechanical excavation in Neogene sedi , 2000 .

[4]  N. Hoteit,et al.  Electrical tomography monitoring of the excavation damaged zone of the Gallery 04 in the Mont Terri rock laboratory : Field experiments, modelling, and relationship with structural geology , 2006 .

[5]  Paul Bossart,et al.  Geological and hydraulic characterisation of the excavation disturbed zone in the Opalinus Clay of the Mont Terri Rock Laboratory , 2002 .

[6]  G. Armand,et al.  Ultrasonic velocity survey in Callovo-Oxfordian argillaceous rock during shaft excavation , 2009 .

[7]  C. Tsang,et al.  Geohydromechanical Processes in the Excavation Damaged Zone in Crystalline Rock, Rock Salt, and Indurated and Plastic Clays , 2004 .

[8]  D. Gibert,et al.  Seismic tomography of the Excavation Damaged Zone of the Gallery 04 in the Mont Terri Rock Laboratory , 2008 .

[9]  I. Meglis,et al.  Assessing in situ microcrack damage using ultrasonic velocity tomography , 2005 .

[10]  G. E. Archie.  The electrical resistivity log as an aid in determining some reservoir characteristics , 1942 .

[11]  H. Alheid,et al.  Seismic investigation of the Excavation damaged zone in Opalinus Clay , 2001 .