1[3]American Society of Civil Engineers.Foundations for dams[C]//Asilomar Conference Grounds Pacific Grove California.New York:American Society of civil Engineers,1974:17-21.
2[4]KIERSCH G A.Vaiont reservoir disaster[J].Civil Engng.,1964,34:32-39.
3[8]BAUSTADTER K,WIDMANN R.The behavior of the Kolnbrein arch dam[R].Ⅰ-COLD,Lausane:[s.n.],1985.
4[9]LOMBARDI G.Kolnbrein dam:an unusual solution for an unusual problem[J].Water Power and Dam Construction,1991,(6):31-34.
5[12]CHABOCHE J C.Continuum damage mechanics; part Ⅲ-damage growth,crack initiation and crack growth[J].J.Applied Mech.,1989,55(1):65-72.
6[13]SIDOROFF F,SUARTONO F.Anisotropic damage modelling for brittle elastic materials[C]//Symposium of France-polane.[S.l.]:[s.n.],1984:60-68.
