Art

J-GLOBAL ID：200902117176504940   Reference number：98A0654619

Shear Displacement Behavior of Sandy Soils in Different States of Saturation and the Seismic Coefficient in Cyclic-loading Ring-shear Tests.

飽和状態および地震係数が異なる砂質土の繰返し載荷リングせん断試験におけるせん断変位挙動

Author (2)： WANG F (Kyoto Univ.) ,  SASSA K (Kyoto Univ.)
Material： Journal of Natural Disaster Science  (JNDS)
Volume： 19  Issue： 1  Page： 31-45  Publication year： 1997 
JST Material Number： F0126B  ISSN： 0388-4090  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： saturated soil ,...
Semi thesaurus term： silica ,...

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JST classification (1)： Soil compression,consolidation,shear strength,ground subsidence  (RA03050P)

Reference (13)：

• SASSA, K. Prediction of earthquake induced landslides. Special Lecture, Preceedings, 7th International Symposium on Landslides, Trandheim, "Landslides". 1996, 1, 115-132
• ABRAMSON, W. L. Slope Stability and Stabilization Methods. 1996, 408-424
• MARCUSON, W. F. Seismic stability and permanent deformation analyses : the last twenty five years. Proc. Specialty Conf. on Stability and Performance of Slopes and Emcankments--II, Berkely, Califronia. 1992, 1, 552-592
• CAI, Z. Deterministic sliding block methods for estimating seismic displacements of earth stuructures. Soil Dynamics and Earthquake Engineering. 1996, 15, 255-268
• NETMARK, N. M. Effects of earthquakes on dams and embankments. Geotechnique. 1965, 15, 2, 139-159

Terms in the title (8)： 地震 ,  係数 ,  砂質土 ,  載荷 ,  リングせん断試験 ,  せん断 ,  変位 ,  挙動