Chapter
Feb 21, 2020
Geo-Congress 2020

3D Ground Movements Due to Tunnel Face Collapse

Publication: Geo-Congress 2020: Engineering, Monitoring, and Management of Geotechnical Infrastructure (GSP 316)

ABSTRACT

Soil movements due to tunnel face collapse have catastrophic effects on both surface and underground structures and utilities. The aim of this study is to determine the extent of the zone of influence resulting from tunnel face movements, experimentally. Several models made of transparent soils were employed to visualize deformations leading to tunnel-face collapse. A soft transparent synthetic clay made of magnesium lithium phyllosilicate (MLPS), which is commercially known as Laponite RD was employed to simulate a soft marine clay. An embedded plane of seeded particles was used to track soil movements. Digital image correlation (DIC, aka particle image velocimetry, PIV) was employed to obtain deformations perpendicular and parallel to the tunnel face. These deformations were combined to obtain the 3D zone of influence and compute the resulting volumetric and shear strains. The effect of tunnel face displacement on surface and subsurface settlements are presented for two tunneling configurations. Settlements due to a range of face losses resulting from retraction of the tunnel face by 5% to 30% of the tunnel diameter, were determined, and correlated to the observed ground displacements.

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REFERENCE

Ads, A., Iskander, M. and Bless, S., (2019) “Shear Strength of a Synthetic Transparent Clay for Simulating Soft Marine Sediments, using A Miniature Ball Penetrometer (MBP) Test,” Submitted for publication, ASTM Geotechnical Testing Journal.
Ahmed, M. and Iskander, M., (2010) “Analysis of tunneling-induced ground movements using transparent soil models,” Journal of Geotechnical and Geoenvironmental Engineering, 137(5), pp.525-535.
Ahmed, M. and Iskander, M., (2012) “Evaluation of tunnel face stability by transparent soil models,” Tunnelling and Underground Space Technology, 27(1), pp.101-110.
Atkinson, J.H. and Potts, D.M., (1977). “Stability of a shallow circular tunnel in cohesionless soil,” Geotechnique, 27(2), pp.203-215.
Beemer, R.D., Shaughnessy, E., Ewert, K.R., Boardman, N., Biscontin, G., Aubeny, C.P. and Grajales, F.J., (2016) “The Use of Sodium Pyrophosphate to Improve a Translucent Clay Simulate,” In Geo-Chicago 2016(pp. 83-93).
Chambon, P. and Corte, J.F., (1994) “Shallow tunnels in cohesionless soil: stability of tunnel face,” Journal of Geotechnical Engineering, 120(7), pp.1148-1165.
Chambon, P., (1991) “Face stability of shallow tunnels in granular soils,” In Proc. Int. Conf. Centrifuge 91 (pp. 99-105).
Chen, Z., Li, K., Omidvar, M. and Iskander, M., (2016) “Guidelines for DIC in geotechnical engineering research.” Int. J. of Physical Modelling in Geotechnics, 17(1), pp.3-22.
Chen, Z., Omidvar, M., Iskander, M. and Bless, S., (2014) “Modelling of projectile penetration using transparent soils,” Int. J. of Physical Modelling in Geotechnics, 14(3), pp.68-79.
Iskander, M., (2010) Modelling with transparent soils: Visualizing soil structure interaction and multi-phase flow, non-intrusively, Springer, New York.
Iskander, M., Bathurst, R.J. and Omidvar, M., (2015a) “Past, present, and future of transparent soils,” Geotechnical Testing Journal, 38(5), pp.557-573.
Iskander, M., Bless, S. and Omidvar, M., (2015b) Rapid penetration into granular media: Visualizing the fundamental physics of rapid earth penetration, Elsevier.
Lee, Y.J. and Bassett, R.H., (2007) “Influence zones for 2D pile–soil-tunnelling interaction based on model test and numerical analysis,” Tunnelling and underground space technology, 22(3), pp.325-342
Lee, Y.J. and Yoo, C.S., (2006) “Behaviour of a bored tunnel adjacent to a line of loaded piles,” Tunnelling and Underground Space Technology, 21(3), p.370.
Loganathan, N. and Poulos, H.G., (1998) “Analytical prediction for tunneling-induced ground movements in clays,” ASCE J. of Geotechnical and Geoenvironmental Engineering, 124(9), pp.846-856.
Mair, R. J. (1979) “Centrifugal modelling of tunnelling construction in soft clay,” PhD Thesis, University of Cambridge.
Mair, R.J., Taylor, R.N. and Bracegirdle, A., (1993) “Subsurface settlement profiles above tunnels in clays,” Geotechnique, 43(2).
Mašín, D., (2009) “3D modeling of an NATM tunnel in high K0clay using two different constitutive models,” ASCE J. of geotechnical and geoenvironmental engineering, 135(9), pp.1326-1335.
Meguid, M.A., Saada, O., Nunes, M.A. and Mattar, J., (2008) “Physical modeling of tunnels in soft ground: a review,” Tunnelling and Underground Space Technology, 23(2), pp.185-198, Elsevier.
Nomoto, T., Imamura, S., Hagiwara, T., Kusakabe, O. and Fujii, N., (1999) “Shield tunnel construction in centrifuge,” ASCE J. of Geotechnical and Geoenvironmental Engineering, 125(4), pp.289-300.
Omidvar, M., Chen, Z. and Iskander, M., (2014) “Image-based Lagrangian analysis of granular kinematics,” ASCE Journal of Computing in Civil Engineering, 29(6), p.04014101.
O'Reilly, M.P. and New, B.M., (1982) Settlements above tunnels in the United Kingdom-their magnitude and prediction,” In Proceedings of the third International Symposium, organized by the Institution of Mining and Metallurgy.(pp. 173-181)
Park, S.H., Adachi, T., Kimura, M. and Kishida, K., (1999) “Trap door test using aluminum blocks,” In Proceedings of the 29th Symposium of Rock Mechanics. JSCE(pp. 106-111).
Peck, R.B., (1969) “Deep excavations and tunneling in soft ground,” Proc. 7th Int. Con. SMFE, State of the Art, pp.225-290.
Sadek, S., Iskander, M.G. and Liu, J., (2003) “Accuracy of digital image correlation for measuring deformations in transparent media,” ASCE J. of Computing in Civil Engineering, 17(2), pp.88-96.
Sun, J. and Liu, J., (2014) “Visualization of tunnelling-induced ground movement in transparent sand,” Tunnelling and Underground Space Technology, 40, pp.236-240, Elsevier.
Wallace, J.F. and Rutherford, C.J., (2015) “Geotechnical properties of LAPONITE RD®,” Geotechnical Testing Journal, 38(5), pp.574-587.

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Published In

Go to Geo-Congress 2020
Geo-Congress 2020: Engineering, Monitoring, and Management of Geotechnical Infrastructure (GSP 316)
Pages: 309 - 319
Editors: James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8279-7

History

Published online: Feb 21, 2020
Published in print: Feb 21, 2020

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Authors

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Abdelaziz Ads, S.M.ASCE
P.E.
Graduate Research Assistant, Civil and Urban Engineering Dept., New York Univ., USA; Assistant Lecturer, Structural Engineering Dept., Tanta Univ., Egypt
Magued Iskander, F.ASCE [email protected]
P.E.
Professor and Chair, Civil and Urban Engineering Dept., New York Univ., Brooklyn, NY, USA (corresponding author). E-mail: [email protected]
Ashraf K. Nazir
Professor, Structural Engineering Dept., Tanta Univ., Egypt

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