EFFECT OF CEMENT CONTENT ON SHEAR PROPERTIES OF LIQUED STABILIZED SOIL REIFORCED BY FIBER MATERIAL

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  • KOHATA Yukihiro
    室蘭工業大学大学院，工学研究科，くらし環境系領域，教授
  • ITO Kiyoshi
    (株)複合技術研究所
  • KOYAMA Yuta
    室蘭工業大学大学院，工学研究科，建築社会基盤系専攻

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  • 繊維材で補強された流動化処理土のせん断特性に及ぼす固化材の影響
  • センイザイ デ ホキョウ サレタ リュウドウカ ショリド ノ センダントクセイ ニ オヨボス コカザイ ノ エイキョウ

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Abstract

A Liquefied Stabilized soil (LSS) is easy to occur a brittle failure as increased a strength due to an increasing of cement content. In this study, to examine the mechanical characteristic of LSS mixed with fiber material that uses the solidification material newly developed, a series of Consolidated.Undrained triaxial compression test was done to LSS mixed with fibered material that uses the solidification material for unusual soil and usual soft soil, and the influence on strength/deformation properties was examined. It was found that ductile property of LSS is improved as an increasing of fiber material, and reinforced effect for the damage by the shear.

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