Chapter
Mar 23, 2023

Methods to Reduce Geotechnical Uncertainty and Risk Using Big Data Collected during Construction

Publication: Geo-Congress 2023

ABSTRACT

The very high level of geotechnical uncertainty and geotechnical risk during the planning and design phase of a tunnel or underground construction project is attributed to current site investigation techniques that result in a very low fraction (e.g., less than 0.01%) of the ground being characterized. This paper demonstrates how the extensive collection of real-time geotechnical monitoring and tunnel construction equipment data can be used to update local estimation of key geotechnical parameters that in turn enables the reduction of geotechnical risk. The paper first demonstrates how site investigation data can be used to develop pre-construction predictions of important subsurface project aspects, including tunneling-induced ground deformation and TBM performance prediction, e.g., tool wear, clogging risk. These apriori probabilistic predictions carry a high degree of uncertainty due to the very low percentage of ground that is characterized. The value of such predictions is therefore tempered by such high uncertainty. The uncertainty can be dramatically reduced through Bayesian updating, herein applied to tunneling-induced ground deformation.

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REFERENCES

Armstrong, M., Galli, A., and Beucher, H. (2011). Plurigaussian Simulations in Geosciences. Springer-Verlag Berlin Heidelberg.
Carle, S. F., and Fogg, G. E. (1996). Transition probability-based indicator geostatistics. Math Geol 28:453–476. https://doi.org/10.1007/BF02083656.
Grasmick, J. G., Mooney, M. A., Trainor-Guitton, W., and Walton, G. Global versus Local Simulation of Geotechnical Parameters for Tunnel Projects, ASCE J. Geotechnical & Geoenv. Engineering, 2020, 146(7).
Gangrade, R, Grasmick, J., and Mooney, M. A. Probabilistic Assessment of Void Risk and Grouting Volume for Tunneling Applications. Rock Mech Rock Eng, 2021.
Grasmick, J., and Mooney, M. A. A Probabilistic Geostatistics-Based Approach to Tunnel Boring Machine Cutter Tool Wear and Cutterhead Clogging Prediction, ASCE J. Geotechnical & Geoenv. Engineering, 2021, 147(12).
Gangrade, R., Mooney, M. A., and Trainor-Guitton, W. Quantification of Stratigraphic Transition Location Uncertainty for Tunneling Projects, ASCE J. Geotechnical & Geoenv. Engineering, 2022, 148(8).
Gangrade, R., Grasmick, J., Trainor-Guitton, W., and Mooney, M. A. Risk-based Methodology to Optimize Geotechnical Site Investigations in Tunnel Projects, Tunnelling and Underground Space Technology, 2022, In press.
Mariethoz, G., and Caers, J. (2014). Multiple-point geostatistics: stochastic modeling with training images. John Wiley & Sons.
Mooney, M. A., Grasmick, J., Kenneally, B., and Fang, Y. (2016). The role of slurry TBM parameters on ground deformation: Field results and computational modelling. Tunn. Undergr. Space Technol. 57, 257–264. https://doi.org/10.1016/j. tust.2016.01.007.

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Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 450 - 460

History

Published online: Mar 23, 2023

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Authors

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Michael A. Mooney, Ph.D., M.ASCE [email protected]
P.E.
1Grewcock Chair Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO. Email: [email protected]
Jacob Grasmick, Ph.D., M.ASCE [email protected]
P.E.
2Principal, Emprise Concepts LLC, Evergreen, CO. Email: [email protected]
Rajat Gangrade, Ph.D., M.ASCE [email protected]
3Tunnel Engineer, Arup US, Inc., San Francisco, CA. Email: [email protected]

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