Deformation behaviour of tunnel face reinforced with longitudinal pipes—laboratory and numerical investigation
作者： Chungsik Yoo , Hyun-Kang Shin
DOI: 10.1016/S0886-7798(02)00101-3
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摘要: This paper presents the results of laboratory and numerical investigations on deformation behaviour tunnel face reinforced with longitudinal pipes. A series reduced-scale model tests as well 3D finite-element analyses were carried out particular emphasis effects reinforcement parameters such density (number), length stiffness reinforcements behaviour. The present study indicate among other things that technique can significantly reduce not only but also ground surface settlements, suggesting reinforcing be effectively used a positive means for movement control during urban tunneling. illustrates effect is influenced by manner in which are distributed, there exists critical value each parameter from maximum derived. Implications findings this discussed great detail.
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sci-hub.se 参考文章(12)
Daniele Peila, Oreste P.P, A. Poma, Sebastiano Pelizza, Study of the influence of sub-horizontal fiber-glass pipes on the stability of a tunnel face ITA/AITES 1996 WORLD TUNNEL CONGRESS. pp. 425- 432 ,(1996)
I. K. Lee, Soil mechanics: Selected topics; ,(1968)
F Schlosser, SOIL IMPROVEMENT AND REINFORCEMENT Fourteenth International Conference on Soil Mechanics and Foundation Engineering. ProceedingsInternational Society for Soil Mechanics and Foundation Engineering. ,vol. 4, ,(1999)
D. Peila, A theoretical study of reinforcement influence on the stability of a tunnel face Geotechnical and Geological Engineering. ,vol. 12, pp. 145- 168 ,(1994) , 10.1007/BF00426984
K.M. Lee, R.K. Rowe, Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: Part 2 — results Computers and Geotechnics. ,vol. 10, pp. 111- 138 ,(1990) , 10.1016/0266-352X(90)90002-D
Henry Wong, Didier Subrin, Daniel Dias, Extrusion movements of a tunnel head reinforced by finite length bolts—a closed-form solution using homogenization approach International Journal for Numerical and Analytical Methods in Geomechanics. ,vol. 24, pp. 533- 565 ,(2000) , 10.1002/(SICI)1096-9853(200005)24:6<533::AID-NAG80>3.0.CO;2-8
Pierre Chambon, Jean‐François Corté, Shallow tunnels in cohesionless soil : stability of tunnel face Journal of Geotechnical Engineering. ,vol. 120, pp. 1148- 1165 ,(1994) , 10.1061/(ASCE)0733-9410(1994)120:7(1148)
Peter W Rowe, The stress-dilatancy relation for static equilibrium of an assembly of particles in contact Proceedings of The Royal Society A: Mathematical, Physical and Engineering Sciences. ,vol. 269, pp. 500- 527 ,(1962) , 10.1098/RSPA.1962.0193
T.P. Smirnoff, Tunneling in Soft Ground Developments in Geotechnical Engineering. ,vol. 59, pp. 406- 459 ,(1989) , 10.1016/B978-0-444-87462-7.50019-0