共 11 条
[1]
Neuzil C E.A transient laboratory method for determining thehydraulic properties of "tight"rocks-Ⅱ: application. Int. J.Rock Mechanics. Mi Sci. and Geomech. Abstr . 1981
[2]
Brace W F.Permeability of crystalline and argillaceous rocks. Int. J. Rock Mechanics Mm. Sci. and Geomech. Abstr . 1980
[3]
Li X. Wu Z. Takahashi M. et al.An experimental study onstrain-based failure criteria of brittle materials. Journal ofApplied Mechanics . 2000
[4]
Olsen NW.Darcy’s law in saturated kaolinite. Water Resources Research . 1993
[5]
Lin W.Parametric analyses of the transient method of measuringpermeability. Journal of Geophysical Research . 1982
[6]
Hsieh P A.A transient laboratory method for determining thehydraulic properties of "tight" rocks-I: theory. Int. J. RockMechanics Min. Sci. and Geomech. Abstr . 1981
[7]
Koide H.Geologic problems of radioactive waste disposal inJapan. Episodes . 1991
[8]
Heard H C,Rubey M W.Tectonic implications of gypsumdehydration. Geological Society of America Bulletin . 1966
[9]
Trimmer D A.Design critera for laboratory measurements of lowpermeability rocks. Geopby. Res. Let . 1981
[10]
Zhang M. Esaki T. Olsen MW,et al.Integrated shear and flowparameter measurement. Geotechnical Testing Journal . 1997