[CS2-27] EFFECT OF CONTENT OF FIBER MATERIAL AND SLURRY DENSITY ON TRIAXIAL
SHEAR PROPERTY FOR LIQUEFIED STABILIZED SOIL
Keywords:Liquefied Stabilized Soil, Fiber Material, Slurry Density, Triaxial Compression Test
A series of consolidated-undrained triaxial compression tests (CUB tests) were conducted to investigate the influence of fiber content and slurry density on the strength and deformation property of liquefied stabilized soil (LSS) mixed with fiber material. The LSS was prepared with the slurry density of 1.280 g/cm3 and reduced by 5 % mixed with the amount of fiber of 0 and 10 kg/m3 respectively. Test results showed that the strength and stiffness of LSS mixed with fiber was influenced by slurry density and added amounts of fiber in varying degrees.
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