Effect of spacing of transverse members on pulloutresistance of a square-shaped geocell embedded in sandy and gravelly backfill materials

Author:

Haussner Christian1,Kiyota Takashi1,Xu Zelong1

Affiliation:

1. Institute of Industrial Science, University of Tokyo

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Reference15 articles.

1. 1) Han, X., Kiyota, T., Tatsuoka, F. (2013): Interaction mechanism between geocell reinforcement and gravelly soil by pullout tests, Bulleting of Earth Resistance Structures, 46, 53-62.

2. 2) Han, X., Kuroda, T., Tatsuoka, F., Kiyota, T. (2012): Influence of particle size and geometry on the pullout tests of geocell embedded in soil, Bulleting of Earth Resistance Structures, 45, 159-168.

3. 3) Han, X. (2014): Development of a new type of geocell as tensile reinforcement for GRS RWs, PhD. Thesis, Dept. of Civil Engineering, University of Tokyo, Japan.

4. 4) Khedkar, M.S., Mandal, J.N. (2009): Pullout behavior of cellular reinforcements, Geoxtextiles and Geomembranes, 27(4), 292-271.

5. 5) Kiyota, T., Soma, R., Muñoz, H., Kuroda, T., Ohta, J., Harata, M., and Tatsuoka, F. (2009): Pullout behavior of geo-cell placed as reinforcement in backfill, Geosynthetics Engineering Journal, 24(0), 75-82.

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