Rock Joint Rate (RJR); a new method for performance prediction of tunnel boring machines (TBMs) in hard rocks-Reference-Cited by-同舟云学术

Rock Joint Rate (RJR); a new method for performance prediction of tunnel boring machines (TBMs) in hard rocks

Published:2018-03 Issue: Volume:73 Page:261-286
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Rasouli Maleki Mahdi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference55 articles.

1. Advance rates for hard rock TBMs and their effects on project economics;Alber;Tunn. Undergr. Space Technol.,2000

2. Barendsen, P., 1970. Tunnelling with machines working on undercutting principle. In: Goodman, R.E. (Ed.), Proc. South African Tunnelling Conf. (The Technology and Potential of Tunnelling), pp. 53–58.

3. Barla, G., Barla, M., 1998. Tunnelling in difficult conditions. In: Int. Conf. on Hydro Power Development in Himalayas, Shimla (India), 20–22 April, 19 pages.

4. TBM Tunnelling in Jointed and Faulted Rock;Barton,2000

5. Prediction of penetration per revolution in TBM tunneling as a function of intact rock and rock mass characteristics;Benato;Int. J. Rock Mech. Min. Sci.,2015

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