STEADY STATE RESPONSE OF BEAMS ON A TENSIONLESS GEOSYNTHETIC-REINFORCED GRANULAR FILL-SOFT SOIL SYSTEM SUBJECTED TO MOVING LOADS

Author:

MAHESHWARI PRITI1,CHANDRA SARVESH1,BASUDHAR PRABIR KUMAR1

Affiliation:

1. Department of Civil Engineering, Indian Institute of Technology

Publisher

The Japanese Geotechnical Society

Reference23 articles.

1. 1) Basu, D. (2001) : Soil structure interaction analysis due to moving loads, M. Tech. Thesis, Department of Civil Engrg., Indian Institute of Technology, Kanpur, India.

2. 2) Clastornik, J., Eisenberger, M., Yankelevsky, D. Z. and Adin, M. A. (1986) : Beams on variable Winkler elastic foundation, J. Appl. Mech., ASME, 53,925-928.

3. 3) Das, B. M. (1999) : Principles of Foundation Engineering, 4th edition, PWS Publishing, USA.

4. 4) Ghosh, C. (1991) : Modelling and analysis of reinforced foundation beds, Ph.D. Thesis, Department of Civil Engrg., Indian Institute of Technology, Kanpur, India.

5. 5) Kenney Jr., J. T. (1954) : Steady-state vibrations of beam on elastic foundation for moving load, J. Appl. Mech. Div., ASME, 21,359-364.

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