Three-Dimensional Finite Element Analysis of Underground Caverns

Author:

Dhawan K. R.1,Singh D. N.2,Gupta I. D.3

Affiliation:

1. Senior Research Officer, Central Water and Power Research Station, Khadakwasla, Pune-411 024, India.

2. Professor, Department of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai-400 076, India.

3. Joint Director, Central Water and Power Research Station, Khadakwasla, Pune-411024, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference21 articles.

1. Alheid H. J. and Sarfeld W. (1985). “Transmitting boundaries in time domain for 2D nonlinear analysis of deep underground structures.” Proc. of the UMETA Conference Swansea 117–127.

2. Aydan O. Mamaghani I. H. P. and Kawamoto T. (1996). “Application of discrete finite element method (DFEM) to rock engineering structures.” Rock mechanics M. Aubertin F. Hassani and H. Mitri eds. Balkema Rotterdam The Netherlands 2039–2047.

3. Engineering classification of rock masses for the design of tunnel support

4. On some current procedures and difficulties in finite element analysis of elastic-plastic response

5. Comparison of predicted and measured performance of a large cavern in the Himalayas

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