论文信息 - Study of dynamic stability of unsaturated embankments with different water contents by centrifugal model tests - 字舞流文

Study of dynamic stability of unsaturated embankments with different water contents by centrifugal model tests

T. Doi | M. Kimura | F. Oka | S. Kimoto | Y. Higo | Teppei Kinugawa | Chung-Won Lee

[1] M. Okamura,et al. Seismic stability of embankments subjected to pre-deformation due to foundation consolidation , 2013 .

[2] M. Okamura,et al. Seismic stability of embankment on soft soil deposit , 2011 .

[3] L. Thorel,et al. Physical modelling of wetting-induced collapse in embankment base , 2011 .

[4] T. Kodaka,et al. Three-dimensional strain localization of water-saturated clay and numerical simulation using an elasto-viscoplastic model , 2006 .

[5] Theodoros Triantafyllidis,et al. Scaling Laws for Centrifuge Modeling of Capillary Rise in Sandy Soils , 2004 .

[6] Y. Saito,et al. EARTHQUAKE-INDUCED FLOW SLIDES OF FILLS AND INFINITE SLOPES , 2002 .

[7] G. Esposito,et al. Centrifuge simulation of light hydrocarbon spill in partially saturated Dutch Dune Sand , 2000 .

[8] Mandar M. Dewoolkar,et al. A substitute pore fluid for seismic centrifuge modeling , 1999 .

[9] Y. Sakai. REINVESTIGATION ON PERIOD RANGE OF STRONG GROUND MOTIONS CORRESPONDING TO BUILDINGS DAMAGE , 2009 .

[10] Y. Higo,et al. Deformation and failure characteristics of rectangular clay specimens under three-dimensional condition , 2001 .