引文
陈颙、黄庭芳,2001,岩石物理学,131~132,北京:北京大学出版社。
黄辅琼,2008,中国大陆地震地下水观测井网对远距离大地震的响应,博士学位论文,8~11,北京:中国地震局地球物理研究所。
万永革、沈正康、尚丹,2006,2005年10月巴基斯坦MW7.6地震对余震的触发研究,中国地震,22(3),277~286。
万永革、沈正康、盛书中等,2009,2008年汶川大地震对周围断层的影响,地震学报,31(2),128~139。
万永革、沈正康、曾跃华等,2008,唐山地震序列应力触发的粘弹性力学模型研究,地震学报,30(6),581~593。
晏锐、陈颙、高福旺等,2008,从昌平井体应变、水位对地震波的响应特征求算含水层的B值,地震学报,30(2),144~151。
张艳,2010,基于地下水观测研究SKEMPTON系数B的求解方法及其应用,硕士学位论文,19~20,北京:中国地震局地球物理研究所。
Bishop,A.W.,1966,Soils and soft rocks as engineering materials:Inaug.Lect.,Imperial College of Sci.Tech.,6,189~213.
Blanpied,M.L.,Lockner,D.A.,Byerlee,J.,1992,An earthquake mechanism based on rapid sealing of faults,Nature,358,574~576.
Brown,R.J.S.,Korringa,J.,1975,On the dependence of the elastic properties of a porous rock on the compressibility of the pore fluid.Geophysics,40:608~616.
Bruggeman,J.R.,Zanger,C.N.,Brathz,J.H.A0,1939,Notes on Analytic Soil Mechanics,Technical Memorandum,U.S.Bureau of Reclamation,Denver,Colo.,592,124.
Bruhn,R.W.,1972,A Study of the Effect of Pore Pressure on the Strength and Deformability of Berea Sandstone in Triaxial Compression.Department of the Army,Missouri River Division,Corps of Engineers,Division Laboratory,Omaha,Nebraska,Technical Report MRDL,1~72.
Byerlee,J.,1990,Friction,Overpressure and Fault Normal Compression,Geophys.Res.Lett.,17(12),2109~2112.
Chadha,R.K.,Singh,C.D.,Shekar,M.,2008,Transient changes in well-water level in bore wells in Western India due to the 2004MW9.3 Sumatra Earthquake,Bull.Seism.Soc.Am.,98(5),2553~2558.
Cheng,A.H.-D.,1997,Material coefficients of anisotropic poro-elasticity,Int.J.Rock Mech.Min.Sci.,34(2),199~205.
Cocco,M.,Rice,J.R.,2002,Pore pressure and poroelasticity effects in Coulomb stress analysis of earthquake interactions,J.Geophys.Res.,107,2030.
Doebelin,E.O.,2004,Measurement Systems:Application and Design,1078,McGraw-Hill,New York,5th ed..
Freed,A.M.,2005,Earthquake Triggering by Static,Dynamic,and Postseismic Stress Transfer,Earth Planet,33,335~367.
Green,D.H.,Wang,H.F.,1986,Fluid pressure response to undrained compression in saturated sedimentary rock,Geophysics,51(4),948~956.
Harris,R.A.,1998,Introduction to special section:Stress triggers,stress shadows,and implications for seismic hazard,J.Geophys.Res.,103,24,347~24,358.
Harris,R.A.,Simpson,R.W.,1992,Changes in static stress on southern California faults after the 1992 Landers earthquake,Nature,360,251~254.
Jaeger,J.C.,Cook,N.G.W.,1979,Fundamentals of rock mechanics,593,Chapman and Hall,London.
Kano,Y.,Yanagidani,T.,2006,Broadband hydroseismograms observed by closed borehole wells in the Kamioka mine,centralJapan:Response of pore pressure to seismic waves from 0.05 to 2 Hz,J.Geophys.Res.,111,1~11.
Kennett,B.L.N.,Engdahl,E.R.,1991,Travel times for global earthquake location and phase identification,Geophys.J.Int.,105,429~465.
Kilb,D.,Gomberg,J.,PaulBodin,2000,Triggering of earthquake after shocks by dynamic stresses,Nature,408,570~574.
King,G.C.P.,Stein,R.S.,Lin,J.,1994,Static stress changes and the triggering of earthquakes,Bull.Seism.Soc.Am.,84,935~953.
Mesri,G.,Adachi,K.,Ullrich,C.R.,1976,Pore-pressure response in rock to untrained change in all-round stress,Geotechnique,26,317~330.
Geotechnique,26,317~330.Rice,J.R.,1992,in Fault Mechanics and Transport Properties in Rocks:A Festschrift for W.F.Brace(eds.Evans,B.&Wong,T.F.),475~503,Academic Press,London.
Rice,J.R.,Cleary,M.P.,1976,Some basic stress diffusion solutions for fluid-saturated elastic porous media withcompressible constituents,Rev.Geophys.Space Phys.,14,227~241.
Roeloffs,E.A.,1988,Fault stability changes induced beneath a reservoir with cyclic variations in water level,J.Geophys.Res.,93,2107~2124.
Roeloffs,E.,1996,Poroelastic techniques in the study of earthquake related hydrologic phenomena,Adv.Geophy.,37,135~189.
Roeloffs,E.,Rudnicki,J.W.,1984,Coupled deformation-diffusion effects on water-level changes due to propagating creepevents,Pure Appl.Geophys,122(2~4),60~582.
Sleep,N.H.,Blanpied,M.L.,1992,Creep,compaction and the weak rheology of major faults,Nature,359,687~692.
Scholz,C.H.,1990,The Mechanics of Earthquakes and Faulting:Cambridge,U.K.,Cambridge University Press,439,177~189.
Sil,S.,2006,Response of Alsaka Wells to Near and Distant Large Earthquakes,8~11,[MS Dissertation]The University of Alaska Fairbanks,America.
Simpson,R.W.,Reasenberg,P.A.,1994,Earthquake-induced static stress changes on central California faults,in the Loma Prieta,California earthquake of October 17,1989-techtonic processes and models,U.S.Geol.surv.profess,1550-F,55~89.
Skempton,A.W.,1954,The pore water coefficient A and B,Geotechnique,4,143~147.
Stein,R.S.,King,G.C.P.,Lin,J.,1992,Change in failure stress on the southern S.Andreas fault system caused by the 1992 magnitude=7.4 Landers earthquake,Science,258,1328~1332.
Wang,H.F.,1993,Quasi-static poroelastic parameters in rock and their geophysical applications,Pure Appl.Geophys.,141,269~286.
Wang,H.F.,2000,Theory of linear poroelasticity with application to geomechanics and hydrogeology,5~6,Princeton University Press,Princeton.
Zhang,Y.,Huang,F.Q.,Lai,G.J.,2009,Reaearch on Skempton's coefficient B based on the observation of groundwater of Changping station,Earthq.Sci.,22,631~638.