2016
DOI: 10.1007/s00603-016-0972-6
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New Rapid Evaluation for Long-Term Behavior in Deep Geological Repository by Geotechnical Centrifuge. Part 1: Test of Physical Modeling in Near Field Under Isotropic Stress-Constraint Conditions

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Cited by 8 publications
(9 citation statements)
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“…We adopted a simple near-field model consisting of a single model-overpack, ring-and cylinder-shaped buffers, and a cylindrical rock mass in the present study [6][7][8] (Fig. 1a).…”
Section: Reduced-model Of Near-fieldmentioning
confidence: 99%
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“…We adopted a simple near-field model consisting of a single model-overpack, ring-and cylinder-shaped buffers, and a cylindrical rock mass in the present study [6][7][8] (Fig. 1a).…”
Section: Reduced-model Of Near-fieldmentioning
confidence: 99%
“…In the present study, we used Tage tuff, assuming the geological disposal repository composed of sedimentary soft rock. The physical properties of Tage tuff in the laboratory tests are as follows: about 2.6 and 3.6 GPa in the Young's modulus of the uniaxial compressional test under the dry and wet condition, respectively, about 1700 and 2000 kg/m 3 in the density under the dry and wet condition, respectively, and about 10 -9 cm/s in the permeability 8,10,11) .…”
Section: Reduced-model Of Near-fieldmentioning
confidence: 99%
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