Finite element and distinct element analysis of the stability of a large underground hydropower machine hall in the Himalayas

Author:

Bhasin Rajinder,Pabst Thomas

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference24 articles.

1. Bhasin, R. and Høeg, K. (1997). “Numerical modelling of block size effects and influence of joint properties in multiply jointed rock.” Tunnelling and Underground Space Technology, Vol. 22, No. 3, pp. 407–415, DOI: 10.1016/S0886-7798(97)00030-8 }.

2. Bhasin, R. and HØeg, K. (1998). “Parametric study for a large cavern in jointed rock using a distinct element model (UDEC-BB).” Int. J. Rock Mech. Min. Sci., Vol. 35, No. 1, pp. 17–29, DOI: 10.1016/S0148-9062(97)00312-4 .

3. Bhasin, R. and Kaynia, A. M. (2004). “Static and dynamic simulation of a 700-m high rock slope in western Norway.” Engineering Geology, Vol. 71, pp. 213–226, DOI: 10.1016/S0013-7952(03)00135-2 .

4. Bhasin, R., Pabst, T., and Olsson, R. (2013). “Numerical study of the stability of a large hydropower machine hall in the Himalayas under dynamic loading.” Proceedings of the 7th Nordic Grouting Symposium and 2nd Nordic Rock Mechanics Symposium, 13-14 November, Gothenburg, Sweden.

5. Chowdhry, A. K. (2007). “Crown failure in the machine hall cavern of Tala Hydroelectric Project, Bhutan Himalaya.” Proceedings of the International Workshop on Experiences Gained in Design and Construction of Tala Hydroelectric Project Bhutan, June 14-15, New Dehli, pp. 93–105.

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