UNDRAINED MONOTONIC AND CYCLIC SHEAR CHARACTERISTICS OF SAND, CLAY AND INTERMEDIATE SOILS

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  • 砂・粘土・中間土の非排水単調及び繰返しせん断特性
  • スナ ネンド チュウカンド ノ ヒハイスイ タンチョウ オヨビ クリカエシ センダン トクセイ

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Abstract

This paper introduces the effect of fine grained soil to undrained cyclic shear behavior studied on a series of monotonic and cyclic triaxial tests conducted on mechanically compounded and undisturbed samples, respectively. The samples were classified into three types of soil based on the cyclic shear behavior obtained from results of the triaxial tests. Relationships between cyclic strength characteristics, growth of strain and physical properties are discussed on the each type of soils. One of the types mainly consisted of sand has less strength against liquefaction than the others containing more fines. It is also found that the cyclic shear strength is strongly related to clay content and plasticity index.

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