UNDRAINED STRENGTH CHARACTERISTICS OF EMBANKMENT SOIL USING CEMENT-STABILIZED MUDDY SOIL

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  • 固化処理底泥土からなる築堤土の非排水強度特性
  • コカ ショリ テイデイド カラ ナル チクテイド ノ ヒハイスイ キョウド トクセイ

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In this paper, laboratory tests was performed to investigate the undrained strength characteristics of embankment soil using cement-stabilized muddy soil. The test results shows the followings.<br>The strength characteristics of the embankment soil prepared by cement-stabilized muddy soil is affected by confining pressure in laboratory tests that relate the cementation bond of cement-stabilized soil specimen. The shear strength parameters of the embankment soil can be expressed by the bi-linear type failure criterion intersecting at the confining stress.

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