Art

J-GLOBAL ID：202002283318470957   Reference number：20A2804861

Effects of compaction thickness on liquefaction properties of two kinds of sandy soils prepared by moist-tamping method

湿潤タンピング法により調製した2種類の砂質土の液状化特性に及ぼす締固め厚さの影響

Author (3)： Sasaki Tomoko (Muroran Institute of Technology) ,  Kawamura Shima (Muroran Institute of Technology) ,  Koseki Junichi (The University of Tokyo)
Material： Japanese Geotechnical Society Special Publication (Web)  (JGS Special Publication (Web))
Volume： 8  Issue： 9  Page： 355-359(J-STAGE)  Publication year： 2020 
JST Material Number： U0715A  ISSN： 2188-8027  Document type： Proceedings
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *compaction ,  wetting (humidity) ,  *sandy soil ,  *liquefaction (fluidization) ,  triaxial compression test ,  water content ,  repeat test ,  loading test ,  characteristic ,  deformation ,  *tamping ,  cyclic loading test ,  deformation characteristic
Semi thesaurus term： triaxial test

Author keywords (4)： liquefaction ,  specimen preparation ,  triaxial test ,  sandy soils

JST classification (1)： Earth pressure,dynamic properties of soil,stress and deformations of ground  (RA03060A)

Reference (4)：

• 1) Kawajiri, S., Kawaguchi, T., Shibuya, S. and Takahashi, S. (2011): Effects of moulding water content and compaction method on deformation and strength characteristics of compacted soil, Journal of Japan Society of Civil Engineers, Ser. C(Geosphere Engineering), Vol.67, No.4, pp.532-543.(in Japanese)
• 2) Miura, S., and Toki, S. (1984): Anisotropy in mechanical properties and its simulation of sands sampled from natural deposits, SOILS AND FOUNDATIONS, Vol.24, No.3, pp.69-84.
• 3) Tatsuoka, F., Ochi, K., Fujii, S. and Okamoto, M. (1986): Cyclic undrain triaxial and torsional shear strength of sands for different sample preparation methods, SOILS AND FOUNDATIONS, Vol.26, No.3, pp.23-41.
• 4) Yokohama, S., Miura, S. and Matsumura, S. (2014): Change in the hydromechanical characteristics of embankment material due to compaction state conditions, SOILS AND FOUNDATIONS, Vol.54, No.4, pp.731-747.

Terms in the title (7)： 湿潤 ,  タンピング ,  調製 ,  砂質土 ,  液状化 ,  締固め ,  厚さ