国外离心模型试验技术在边坡工程中的应用现状与展望

[1] Failure of fills due to rain fall. T.Kimura et al. Centrifuge‘91 .

[2] W Embankments on soft alluvial ground. Rowe, P. Quart .J. Engineering Geology . 1972

[3] Development of a water controlfacility for centrifuge model tests. L imin,Zhang,Ting,Hu. Centrifuge’’91 .

[4] Centrifuge modeling for site-specific proto-types. William H craig. Centrifuge . 1988

[5] A study of centrifuge modelling ofswelling soil. S.Frydman,E.Weisberg. Centrifuge’’91 .

[6] Use of models for the study of mining problems. Bucky, P. B. Am. Inst . Met . Eng. Tech. Pub . 1931

[7] Edouard Phillips and the idea of centrifuge modelling. Craig, W. H. Geotechnique . 1989

[8] Strength anisotropy ofclay in slope stability. A.Ohshima,N.Takada,M.Mikasa. Centrifuge’’91 .

[9] Centrifugal modeling of thepubugou high-rise rockfill dam. Limin,Zhang,Ting,Hu. Centrifuge’’ 91 .

[10] The instability of slope induced by dam reservior filling andthe machanism of produced. Centrifuge’’94 .

[1] Failure of fills due to rain fall. T.Kimura et al. Centrifuge‘91 .

[2] W Embankments on soft alluvial ground. Rowe, P. Quart .J. Engineering Geology . 1972

[3] Development of a water controlfacility for centrifuge model tests. L imin,Zhang,Ting,Hu. Centrifuge’’91 .

[4] Centrifuge modeling for site-specific proto-types. William H craig. Centrifuge . 1988

[5] A study of centrifuge modelling ofswelling soil. S.Frydman,E.Weisberg. Centrifuge’’91 .

[6] Use of models for the study of mining problems. Bucky, P. B. Am. Inst . Met . Eng. Tech. Pub . 1931

[7] Edouard Phillips and the idea of centrifuge modelling. Craig, W. H. Geotechnique . 1989

[8] Strength anisotropy ofclay in slope stability. A.Ohshima,N.Takada,M.Mikasa. Centrifuge’’91 .

[9] Centrifugal modeling of thepubugou high-rise rockfill dam. Limin,Zhang,Ting,Hu. Centrifuge’’ 91 .

[10] The instability of slope induced by dam reservior filling andthe machanism of produced. Centrifuge’’94 .