STRENGTH AND DEFORMATION CHARACTERISTICS OF RECYCLED CONCRETE AGGREGATE AS A BACKFILL MATERIAL

Author:

AQIL UMAIR12,TATSUOKA FUMIO3,UCHIMURA TARO2,LOHANI TARA NIDHI45,TOMITA YUICHI3,MATSUSHIMA KENICHI4

Affiliation:

1. National Institute of Rural Engineering (NIRE)

2. Department of Civil Engineering, University of Tokyo

3. Department of Civil Engineering, Tokyo University of Science

4. NIRE

5. University of Tokyo

Publisher

The Japanese Geotechnical Society

Reference28 articles.

1. 1) Aqil, U., Tatsuoka, F. and Uchimura, T. (2005) : Strength and deformation characteristics of recycled concrete aggregate in triaxial compression, Geo-Frontiers 2005 organized by Geosynthetic Materials Association, Geo-Institute of ASCE and Geosynthetic Research Institute at Austin, Texas, USA, January, Austin.

2. 2) Di Benedetto, H., Tatsuoka, F. and Ishihara, M. (2002) : Time-dependent deformation characteristics of sand and their constitutive modeling, Soils and Foundations, 42 (2), 1-22.

3. 3) Di Benedetto, H., Tatsuoka, F., Lo Presti, D., Sauzeat, C. and Geoffroy H. (2005) : Time effects on the behaviour of geomaterials, Keynote Lecture, Proc. 3rd Int. Sym. Deformation Characteristics of Geomaterials, IS Lyon 03 (eds. by Di Benedetto et al.), Balkema, September, 2003.

4. 4) Goto, S., Tatsuoka, F., Shibuya, S., Kim, Y. S. and Sato, T. (1991) : A simple gauge for local strain measurements in the laboratory, Soils and Foundations, 31 (1), 169-180.

5. 5) Hasegawa, S. and Shimakawa, T. (2004) : Use of recycled concrete aggregate to construct a subgrade for Tokaido Bullet Train Line for construction of a new Shinagawa Station, The Foundation Engineering and Equipment (Kisoko), July, 32 (7), 39-43 (in Japanese).

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