Physical modeling of tunnels in soft ground: A review

Tunnelling and Underground Space Technology - Tập 23 Số 2 - Trang 185-198 - 2008
Mohamed A. Meguid1, O. Saada1, M.A. Nunes1, Joe Mattar1
1Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, Que., Canada H3A 2K6

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Adachi, T., Tamura, T., Kimura, K., Nishimura, T., 1995. Axial symmetric trap door tests on sand and cohesion soil. In: Proceedings of the 30th Japan National Conference on Geotechnical Engineering, pp. 1973–1976 (in Japanese).

Adachi, 2003, Experimental study on the distribution of earth pressure and surface settlement through three-dimensional trapdoor tests, Tunneling and Underground Space Technology, 18, 171, 10.1016/S0886-7798(03)00025-7

Allersma, 1996, Using digital image processing field measurement, Geotechnique, 46, 561, 10.1680/geot.1996.46.3.561

Atkinson, 1975, Collapse of shallow unlined tunnels in dense sand, Tunnels and Tunnelling, 3, 81

Atkinson, 1977, Centrifugal model tests on shallow tunnels in sand, Tunnels and Tunnelling

Attwell, 1978, Ground movements caused by tunneling in soil, 812

Attwell, 1974, Ground deformations resulting from shield tunnelling in London Clay, Canadian Geotechnical Journal, 11, 380, 10.1139/t74-039

Bolton, M.D., Lu, Y.C., Chin, C.Y., 1994. Compensation grouting. In: Proceedings of the Centrifuge’94 Conference, Singapore, pp. 719–724.

Bray, 1981, The theory of base friction models, International Journal of Rock Mechanics and Mining Science and Geomechnics Abstract, 18, 453, 10.1016/0148-9062(81)90510-6

Bucky, B.P., 1931. The Use of Models for the Study of Mining Problems. Technical Publication, American Institute of Mining Engineers, pp. 425.

Cairncross, A.M., 1973. Deformations around Model Tunnels in Stiff Clay. Ph.D. thesis. Cambridge University Engineering Department, UK.

Chambon, 1994, Shallow tunnels in cohesionless soil: stability of tunnel face, Journal of Geotechnical Engineering, 120, 1148, 10.1061/(ASCE)0733-9410(1994)120:7(1148)

Chambon, 1991, Face stability of shallow tunnels in granular soils, 99

Champan, 2006, The use of model tests to investigate the ground displacement associated with multiple tunnel construction in soil, Tunnels & Tunneling, 21, 413

Chen, W., Baldauf, S., 1994. Prediction of ground deformations due to excavation – application to tunnel lining design in weak rock. In: Proceedings of the Eighth International Conference on Analytical and Computational Methods in Geomechanics, vol. 3, WV, USA, pp. 2565–2570.

Egger, P., Gindroz, C., 1979. Anchored tunnels at shallow depth – a comparative study with physical and mathematical models. In: Proceedings of the Fourth Congress of International Society for Rock Mechanics, vol. 2. Montreux, pp. 121–136 (in French).

Goodman, R.E., 1972. Geological investigations to evaluate stability. In: Geotechnical Practice for Stability in Open Pit Mining. Proceedings of the Second International Conference on Stability in Open Pit Mining. Vancouver, Canada, pp. 125–132.

Hagiwara, 1999, The effect of overlying strata on the distribution of ground movements induced by tunneling in clay, Soils and Foundations, 39, 63, 10.3208/sandf.39.3_63

Harris, 1994, Observations of ground and structure movements for compensation grouting during tunnel construction at Waterloo station, Geotechnique, 44, 691, 10.1680/geot.1994.44.4.691

Hoek, 1971

James, R.G., 1965. Stress and Strain Fields in Sand. Cambridge University, PhD Thesis.

Kamata, 2003, Centrifuge model test of tunnel face reinforcement by bolting, Tunnelling and Underground Space Technology, 18, 205, 10.1016/S0886-7798(03)00029-4

Kim, S.H., 1996. Interaction between Closely Spaced Tunnels in Clay. Ph.D., Thesis, Oxford University, UK, pp. 242.

Ladanyi, 1969, A study of the trap door problem in a granular mass, Canadian Geotechnical Journal, 6, 1, 10.1139/t69-001

Leca, 1992, Prehminary design for NATM tunnel support in soil, Journal of Geotechnical Engineering Division, ASCE, 118, 558, 10.1061/(ASCE)0733-9410(1992)118:4(558)

Lee, 1990, Finite element modeling of the three-dimensional ground movements due to tunnelling in soft cohesive soils: part 2 – results, Computers and Geotechnics, 10, 111, 10.1016/0266-352X(90)90002-D

Lee, 2006, Behavior of a bored tunnel adjacent to a line of load piles, Tunneling and Underground Space Technology, 21, 370, 10.1016/j.tust.2005.12.185

Lee, 2006, Tunneling stability and arching effects during tunneling in soft clayey soil, Tunneling and Underground Space Technology, 21, 119, 10.1016/j.tust.2005.06.003

Lo, K.Y., Ng, M.C., Rowe, R.K., 1984. Predicting settlement due to tunneling in clays. In: Tunneling in Soil and Rock, ASCE Geotech III Conference, Atlanta, GA, pp. 48–76.

Love, J.P., 1984. Model testing of geogrid in unpaved roads. D.Phil. Thesis, Oxford University, UK.

Mair, R.J., 1979. Centrifugal Modelling of Tunnel Construction in Soft Clay. Ph.D. Thesis. Cambridge University Engineering Department, UK.

Mair, R.J., Gunn, M.J., O’Reilly, M.P., 1981. Ground movements around shallow tunnels in soft clay. In: Proceedings of the 10th ICSMFE, Stockholm, pp. 323–328.

Mair, 1993, Subsurface settlement profiIes above tunnels in clays, Geotechnique, 43, 315, 10.1680/geot.1993.43.2.315

Nomoto, 1999, Shield tunnel construction in centrifuge, Journal of Geotechnical and Geoenvironmental Engineering, 125, 289, 10.1061/(ASCE)1090-0241(1999)125:4(289)

O’ReiIIy, M.P., New, B.M., 1982. Settlements above tunnels in the UK – their magnitude and prediction. In: Proceedings of Tunnelling’82. IMM, London, pp. 17-3-181.

Orr, T.L.L., 1976. The Behavior of Lined and Unlined Model Tunnel in Stiff Clay. Ph.D. thesis. Cambridge University Engineering Department, UK.

Park, S.H., Adachi, T., Kimura, M., Kishida, K., 1999. Trap door test using aluminum blocks, In: Proceedings of the 29th Symposium of Rock Mechanics. J.S.C.E., pp. 106–111.

Peck, R.B., 1969. Deep excavations and tunneling in soft ground. In: Proceedings of the Seventh International Conference On Soil Mechanics and Foundation Engineering. Mexico City, pp. 225–290.

Pokrovsky, G.I., Fedorov, I.S., 1936. Studies of soil pressures and soil deformations by means of a centrifuge. In: Proceedings of the First International Conference ISSMFE (Harvard), vol. I, p. 70.

Potts, D.M., 1977. Behavior of Lined and Unlined Tunnels in Sand. Ph.D. Thesis. Cambridge University Engineering Department, UK.

Roscoe, 1963, The determination of strains in soils by an X-ray method, Civil Engineering & Public Works Review, 58, 1009

Rowe, 1983, A theoretical examination of the settlements induced by tunneling: from cases history, Canadian Geotechnical Journal, 20, 299, 10.1139/t83-033

Rowe, 1989, Deformations caused by surface loading and tunnelling: the role of elastic anisotropy, Geotechnique, 39, 125, 10.1680/geot.1989.39.1.125

Schmidt, B., 1974. Prediction of settlements due to tunneling in soil: three case histories. In: Proceedings of the Second Rapid Excavation and Tunneling Conference, vol. 2, San Francisco, pp. 1179–1199.

Seneviratne, H.N., 1979. Deformations and Pore Pressure Dissipation around Tunnels in Soft Clay. Ph.D. thesis. Cambridge University Engineering Department, UK.

Sharma, 2001, A new technique for simulation of tunnel excavation in a centrifuge, Geotechnical Testing Journal, 24, 343, 10.1520/GTJ11131J

Sterpi, 1996, Laboratory model tests and numerical analysis of shallow tunnels, vol. 1, 689

Swoboda, 1989, Three dimensional numerical models to simulate tunnel excavation, 536

Tanaka, 1993, Progressive failure and scale effect of trap-door problem with granular materials, Soils and Foundations, 33, 11, 10.3208/sandf1972.33.11

Taylor, 1995

Terzaghi, 1936, Stress distribution in dry and in saturated sand above a yielding trap-door, vol. 1, 307

Terzaghi, 1943

Vardoulakis, 1981, Trap-door problem with dry sand: a statical approach based upon model test kinematics, International Journal for Numerical and Analytical Methods in Geomechanics, 5, 57, 10.1002/nag.1610050106

White, D., Take, A., 2002. GeoPIV: Particle Image Velocimetry (PIV) Software for use in Geotechnical Testing. CUED/D-SOILS/TR322. Cambridge, UK.

Whyte R.J.A., 1973. Study of progressive hanging wall caving at Chambishi copper mine in Zambia using the base friction model concept. M.Sc. Thesis, Imperial College, University of London.

Wu, 2003, Ground movement and collapse mechanisms induced by tunneling in clayey soil, International Journal of Physical Modeling in Geotechnics, 3, 13

Yoshimura, H., Miyabe, K., Tohda, J., 1994. Response of a tunnel lining due to an adjacent twin shield tunneling. In: Proceedings of the Centrifuge’94 Conference, Singapore, pp. 69–698.