SEVERAL FACTORS AFFECTING THE STRENGTH AND DEFORMATION CHARACTERISTICS OF CEMENT-MIXED GRAVEL

Author:

KONGSUKPRASERT LALANA12,TATSUOKA FUMIO1,TATEYAMA MASARU3

Affiliation:

1. Tokyo University of Science

2. University of Tokyo

3. Railway Technical Research Institute

Publisher

The Japanese Geotechnical Society

Reference26 articles.

1. 1) Aoki, H., Yonezawa, T., Hashimoto, J., Tateyama, M., Yamada, T., Kohara, A. and Tatsuoka, F. (2002) : Comparative design of bridge abutment with backfill of cement-treated soil and conventional type abutment, Proc. 37th Jpn. Natl. Conf. Geotech. Engrg., Japanese Geotechnical Society, Osaka, 805-806 (in Japanese).

2. 2) Aoki, H., Yonezawa, T., Watanabe, O., Tateyama, M. and Tatsuoka, F. (2003) : Results from field full-scale loading tests on a bridge abutment with backfill of geogrid-reinforced cement-mixed gravel, Geosynthetics Engrg. J., Japanese Chapter of International Geosynthetics Society, 18,237-242 (in Japanese).

3. 3) Barbosa-Cruz, E. R. and Tatsuoka, F. (1999) : Effects of stress state during curing on stress-strain behaviour of cement-mixed sand, Proc. 2nd Int. Conf. on Pre-Failure Deformation Characteristics of Geomaterials, Torino (eds. by Jamiolkowski et al.), Balkema, 1,509-516.

4. 4) Barbosa-Cruz, E. R. and Tatsuoka, F. (2000) : Stress-strain properties from elastic behaviour to peak strength of compacted cementmixed sand, Grouting, Soil Improvement, Goesystems Including Reinforcement (ed. by Rathamayer), 3-10.

5. 5) Bergado, D., Lorenzo, G. and Teerawattanasuk, C. (2004) : Geotechnical properties of soft Bangkok clay related to cement stabilization and drainage consolidation as well as numerical analysis, Keynote Lecture, Engineering Practice and Performance of Soft Deposits, IS-OSAKA 2004 (eds. by Matsui et al.), 587-606.

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