| [1] Biot,M.A.,Theory of three-dimensional consolidation,J.Appl.Phys.,12,.155-164,(1941).
[2] Biot,M.A.,Mechanics of deformation and acoustic propagation in porous media,J.Appl.Phys,.33,1483-98,(1960).
[3] Madsen,O.S.,Wave induced pore pressure and effective stresses in a porous bed.Geotechnique,28,377-393.
[4] Park,K.C.and Felippa,C.A.,Partitioned transient analysis procedures for coupled field problems-accuracy analysis.(to be published).
[5] Terzhagi,K.,Erdboumechanik,Franz Deuticke,Vienna,(1925).
[6] William,T,and whitman,R.V.,Soil Mechanics.John Wiley,(1969).
[7] Zienkiewicz,O.C.,The Finite Element Method.,Third Edition,McGraw-Hill,(1977).
[8] Zienkiewicz,O.C.,Humpheson,C.and Lewis,R.W.,A unified approach to soil mechanics problems,Chapter 4 of Finite Elements in Geomechanics,151-78,ed.G.Gudehus,J.Wiley,(1977).
[9] Zienkiewicz,O.C.and Bettess,P.,Soil and other porous material under transient,dgnamic condition,general formulation and validity of various simplified assumptions.in“Soils under Cyclic and Transient Loading”,eds.G.N.Panade,and O.C.,Zienkiewicz,John Wiley(to be published).
[10] Zienkiewicz,O.C.,Leung,K.H.,Hinton,E.and Chang,C.T.,Earthdam analysis for earthquakes.Proceedings of Conference on“Design of Dams to Resist Earthquakes.,Inst.Civ.Eng.London,Oct.,1-2,(1980). |
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