[1] Olsen H W, Nichols R W, Rice T L. Low-gradient permeability measurements in a triaxial system[J]. Geotechnique, 1985,35(2):145-157.
[2] Brace W F, Walsh J B, Frangos W T. Permeability of granite under high pressure[J]. J Geophys Res, 1968, 73(6):2225-2236.
[3] Brace W F. Permeability from resistivity and pore shape[J]. J Geophys Res, 1977, 82(23): 3343-3349.
[4] Hear H C, Page L. Elastic moduli, thermal expansion, and inferred permeability of granites to 350℃ and 55 megapascals[J]. J Geophys Res,1982, 87(B11):9340-9348.
[5] Rice J R, Cleary M P. Some base stress diffusions solutions for fluid-saturated elastic porous media with compressible constituents[J]. Rev Geo phys, 1976,14(2):227-241.
[6] Van der Kamp G, Gale J E. Theory of earth tide and barometric effects in porous formations with compressible grains[J]. Water Resour Res, 1983, 19(2):538-544.
[7] Neuzil C E. Comment on "Possible effects of erosional changes of the topographic relief on pore pressures at depth" by J Toth and R F Millar[J]. Water Resource, 1985, 21(6):895-898.
[8] Palciauskas V V, Domenico P A. Characterization of drained and undrained response of thermally loaded repository rocks[J]. Water Resour Res, 1982, 18(2):281-290.
[9] Delaney P T. Rapid intrusion of magma into wet rock: Groundwater flow due to pore pressure increases[J]. J Geophys Res, 1982,87(B9):7739-7 756.
[10] Burst J F. Diagenesis of Gulf Coast clayey sediments and its possible relation to petroleum migration, Am. Assoc[J]. Pet Geol Bull, 1969, 53(1):73-79.
[11] Von Englehardt W, Tunn W L M. The flow of fluids through sandstones[J]. Circ Ill State Geol Surv, 1955,194:1-17.
[12] Lutz J F, Kemper W D. Intrinsic permeability of clay as affected by clay-water interaction[J]. Soil Sci, 1959,88(2):83-90.
[13] Hansbo S. Consolidation of clay, eith special reference to influence of vertical sand drains[J]. Swedish Geotech Inst Proc, 1960, 18:41-159.
[14] Mitchell J K, Younger J S. Abnormalities in hydraulic flow through fine-grained soils[J]. ASTM Spech, 1967, 417:106-141.
[15] Wang X, Thauvin F, Mohanty K K. Non-Darcy flow through anisotropy porous media[J]. Chemical Engineering Science, 1999, 54:1859-1869.
[16] 薛定谔A E著,王鸿勋译.多孔介质中的渗流物理[M].北京:石油工业出版社,1984.174.
[17] 程时清,徐论勋,张德超.低速非达西渗流试井典型曲线拟合法[J].石油勘探与开发,1996,23(4):50-53.
[18] 宋付权,刘慈群.低渗透多孔介质中新型渗流模型[J].新疆石油地质,2001,22(1):56-58.
[19] Halex V, Svec J. Groudwater Hydraulics[M]. Elsevier, 1979:60-61.
[20] 阮敏,何秋轩.低渗透非达西流临界点及临界参数判别法[J].西安石油学院报,1999,21(1):21-24.
[21] Olsen H W. Deviations from Darcy's law in saturated clays[J]. Soil Sci Soc Am Proc, 1965, 29(2):135-140.
[22] Neuzil C E, et al. A transient laboratory method for determining the hydraulic properties of tight rocks[J]. Int J Rock Mech Min Sci, 1981, 18(3):253-258.
[23] Gupta R J, Swartzendruber D. Flow-associated reduction in the hydraulic conductivity of quartz sand[J]. Soil Soi Soc Am Proc, 1962, 26(1):6-10.
[24] Miller R J, Low P F. Threshold gradient for water flow in clay systems[J]. Soil Sci Soc Am Proc, 1963,27(6):605-609.
[25] Olsen H W. Hydraulic flow through saturated clays[J]. Clay Miner, 1962,9:131-161.
[26] Smiles D E, Rosenthal M J. The movement of water in swelling materials[J]. Aust J Soit Res, 1968, 6:237-248.
[27] J贝尔著,李竟生译.多孔介质流体动力学[M].北京:中国建筑工业出版社,1983.6.
[28] Hubbert M K, Rubey W W. Role of fluid pressure in mechanics of overthrust faulting, I, Mechanics of fluid filled porous solids and its appli cation to overthrust faulting[J]. Geol Soc Am Bull, 1959, 70(2):115-166.
[29] Savage W Z, Bradock W A. A model for hydrostatic consolidation of Pierre shale [J]. Int J Rock Mech M in Sci & Geomech Abstr, 1991,28: 345-354.
[30] Ziekiewicz O C, Shiom T. Dynamic behavior of saturated porous media: the generalized Biot formation and numerical solution [J]. Int J Num, Analy Meth in Geomech, 1984,8:71-96.