STRENGTH AND DEFORMATION CHARACTERISTICS OF LIQUEFIED STABILIZED SOIL REINFORCED BY FIBER MATERIAL PREPARED AT LABORATORY AND FIELD

Author:

DUONG Hung Quang1,KOHATA Yukihiro1,OMURA Satoshi2,OZAKI Keita1

Affiliation:

1. Muroran Institute of Technology

2. Muroran City Office

Publisher

Japan Chapter of International Geosynthetics Society

Reference4 articles.

1. Goto, S., Tatsuoka, F., Shibuya, S., Kim, Y-S., and Sato, T.(1991): A simple gauge for local small strain measurements in the laboratory, Soils and Foundations, Vol.31, No.1, pp.169-180.

2. Kohata, Y., Tatsuoka, F., Wang, L., Jiang, L. G., Hoque, E., and Kodaka, T. (1997): Modelling the non-linear deformation properties of stiff geomaterials, Géotechnique, Vol.47, No.3, pp.563-580.

3. Kohata, Y., Jiang, L. G., Murata, O., and Tatsuoka, F. (1999): Elastic-properties-based modelling of non-linear deformation characteristics of gravels, Proc. of the second Inter. Symposium on Pre-Failure Deformation Characteristics of Geomaterials-IS Torino 99, pp.533-539.

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