Effect of Cement Solidification Agent and Slurry Density on Strength and Deformation Property for Liquefied Stabilized Soil Reinforced by Fiber Material
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- CUI Yujie
- Muroran Institute of Technology
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- KOHATA Yukihiro
- Muroran Institute of Technology
Bibliographic Information
- Other Title
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- 繊維材で補強された流動化処理土の強度・変形特性に及ぼす泥水密度とセメント添加量の影響
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Abstract
The Liquefied Stabilized Soil (LSS) is easy to occur brittle failure with the increase of cement content and it was found that the addition of fiber content might improve the brittle property of the LSS. In this study, a series of triaxial compression tests were conducted with LSS specimens prepared in different slurry densities of 1.216, 1.280 g/cm3, cement content of 80, 100 kg/m3 and the fiber content of 0, 10 kg/m3 . Based on the results of the triaxial test, the influence of changing in slurry density, as well as added amount of fiber on the triaxial shear properties of the LSS with different cement contents, is discussed.
Journal
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- Geosynthetics Engineering Journal
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Geosynthetics Engineering Journal 34 (0), 123-128, 2019
Japan Chapter of International Geosynthetics Society