Effect of Fiber Material on Cyclic Behavior of Liquefied Stabilized Soil Under Cyclic Loading

Author:

Le Hung Khac,Kohata Yukihiro,Duong Hung Quang

Publisher

Springer Nature Singapore

Reference7 articles.

1. Kuno G (eds) (1997) Liquefied stabilized soil method Recycling technology of construction-generated soil and mud. Gihodo publication (in Japanese)

2. Maher MH, Ho YC (1993) Behavior of fiber reinforced cemented sand under static and cyclic loads. Geotech Test J GTJODJ 16(3):330–338

3. Duong Hung Q, Kohata Y, Omura S, Ozaki K (2014) Strength and deformation characteristics of liquefied stabilized soil reinforced by fiber material prepared at laboratory and field. Geosynthet Eng J 29:33–40

4. Kohata Y, Ito K, Koyama Y (2011) Influence of additive amount of cement solidification on agent on mechanical characteristics of Liquefied Stabilized Soil mixed with fibered material. Japanese geotechnical society Hokkaido branch technical report papers, vol 51, pp 131–136 (in Japanese)

5. Le Hung K, Kohata Y (2022) Strength and deformation properties of liquified stabilized soil prepared by various conditions. Int J GEOMATE 23(98):179–188

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