Art

J-GLOBAL ID：200902218837339100   Reference number：09A0230992

Delayed Failure of a Clay Foundation-Embankment System after the Occurrence of an Earthquake

粘土地盤堤防システムの地震発生後遅れ破壊

Author (3)： NODA Toshihiro (Nagoya Univ., Aichi) ,  NAKAI Kentaro (Nagoya Univ., Aichi) ,  ASAOKA Akira (Nagoya Univ., Aichi)
Material： Theoretical and Applied Mechanics Japan  (Theor Appl Mech Jpn)
Volume： 57  Page： 41-47  Publication year： 2008 
JST Material Number： G0568B  ISSN： 1348-0693  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *numerical analysis ,  *levee ,  ground ,  yield plane ,  elasto-plasticity ,  constituted model ,  process ,  saturated soil ,  modeling ,  shear failure ,  delayed fracture ,  *earthquake ,  sliding failure ,  *soil-water coupling analysis ,  clay ground ,  mechanical property
Semi thesaurus term： fracture process

JST classification (2)： River construction work  (RC12030X) ,  Earth pressure,dynamic properties of soil,stress and deformations of ground  (RA03060A)

Reference (5)：

• Asaoka, A. and Noda, T.(2007): All Soils all states all round geo-analysis integration, International Workshop on Constitutive Modeling-Development, Implementation, Evaluation and Application, Hong Kong, pp. 11-27.
• Noda, T, Asaoka, A. and Nakano, M.(2008): Soil-water coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model, to be submitted.
• Asaoka A.et.al.(2002): An elasto-plastic description of two distinct volume change mechanics of soils, Soils & Foundations, Vol.42, No.5, pp. 45-57.
• The Cabinet Office (2004): Public Data on the Tonankai and Nankai Earthquakes.
• Asaoka, A., Nakano, M. and Noda, T.(1997): Soil-water coupled behavior of heavily Overconsolidated clay near/at critical state, Soils & Foundations, Vol.37, No.1, pp. 13-28.

Terms in the title (4)： 粘土地盤 ,  堤防 ,  地震発生 ,  遅れ破壊