Skip to main content
Log in

Correlated probabilistic analysis of the excavation times and costs in tunneling

  • Published:
Journal of Mining Science Aims and scope

Abstract

A new calculation procedure, called PACT, is presented for the probabilistic analysis of the construction times and costs of tunneling. Once the tunnel strength is divided into homogeneous sections, it is necessary that all the operations on the critical path and the quantities of materials used for each of the previously identified classes are described in analytical terms. A selection is made from the parameters that show a certain degree of uncertainty. A standard deviation of the probabilistic distribution is defined for these parameters. The final result is the identification of the probability ellipses with a certain degree of reliability. The ellipses define the total field of variability of the construction times and costs of the tunneling. The procedure was successfully applied to the pilot tunnel of the Italian section of a 13-km long alpine tunnel. It proved possible to obtain the joined probabilistic description of the times and costs as a result of the evaluation of 95 elementary parameters, 25 of which are considered probabilistic ones because of the uncertainties of their estimation.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. A. H. S. Ang and W. H. Tang, “Probability concepts in engineering planning and design,: in: Decision Risk and Reliability, II, John Wiley and Sons, New York (1984).

    Google Scholar 

  2. J. R. Benjamin and C. A. Cornell, Probability, Statistics and Decision for Civil Engineers, MacGraw-Hill, New York (1970).

    Google Scholar 

  3. E. H. Vanmarcke, “Probabilistic modeling of soil profiles,” J. Geotechnical Engineering, ASCE 103, GT 11, November (1977).

  4. N. M. Pokrovsky, Driving Horizontal Workings and Tunnels, Mir, Moscow (1980).

    Google Scholar 

  5. N. Barton and Rand Lunde J. Lien, “Engineering classification of rock masses for the design of tunnel support,” Rock Mechanics, No. 6 (1974).

  6. N. Barton, “Some new Q-value correlations to assist in site characterization and tunnel design,” Int. J. Rock Mech. andMin. Sci., 39 (2002).

  7. Z. T. Bieniawski, Engineering Rock Mass Classification, J. Wiley, New York (1989).

    Google Scholar 

  8. E. Hoek and E. T. Brown, Underground Excavations in Rock, The Institution of Mining and Metallurgy, London (1980).

    Google Scholar 

  9. A. Bouvard-Lecoanet, G. Colombet, and F. Esteulle, Ouvrages Souterrains: Conception, Realization, Entretien, Presses de l’école nationale des Ponts et chaussées, Paris (1988).

    Google Scholar 

  10. F. Moavenzadeh and M. J. Markow, “Simulation model for tunnel construction costs,” J. Contr. Div. Am. Soc. Civ. Eng., COI 51-66 (1976).

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Additional information

__________

Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 3, pp. 76–93, May–June, 2006.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Oreste, P. Correlated probabilistic analysis of the excavation times and costs in tunneling. J Min Sci 42, 269–286 (2006). https://doi.org/10.1007/s10913-006-0055-2

Download citation

  • Received:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10913-006-0055-2

Navigation