Numerical Analysis For Excavate Shallow Tunnel by T.B.M and its Impact on Settlement of the Soil Above the Tunnel
published by Aِl-Baath University
in 2017
in Geotechnical Engineering
and research's language is
العربية
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Abstract in English
This paper presents and analyses the results of 2D and
3D numerical simulation conducted for the performance prediction
of TBM tunneling in clay soil.
References used
Vermeer P.A.، Ruse N. (2000) Face stability when tunneling in soil and homogeneous rock. Proc. Developments in Theoretical Soil Mechanics – The John Booker Memorial Symposium. Sydney، 123- 138
Evert Hoek Big TunnelsIn Bad Rock2000 Terzaghi Lecture ASCE Journal of Geotechnical and Geoenvironmental Engineering Vol. 127، No. 9. September 2001، pages 726-740
Chambon، P. and J. F. Corte (1994) Shallow tunnels in cohesionless soil: stability of tunnel face. J. Geotech. Eng.، ASCE، 20(GT7)،1148-1165