Internal forces in segmental tunnel linings—a comparison between current design methods
作者： NA Do , D Dias , PP Oreste , I Djeran-Maigre , None
DOI: 10.1134/S1062739114020161
关键词:
摘要: The field of application mechanized tunnelling has been extended in recent years. Segmental linings are usually utilized these tunnels. So far no single effective calculation method exists for segmental lining design. Analyses tunnel using analytical by Einstein & Schwartz, the elastic equation method, a numerical analysis Hyperstatic Reaction Method and two-dimensional have conducted this work. case study which investigated is Hanoi metro project. For underground work, each compared discussed.
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sci-hub.se 参考文章(17)
Herbert H. Einstein, Charles W. Schwartz, SIMPLIFIED ANALYSIS FOR TUNNEL SUPPORTS Journal of Geotechnical and Geoenvironmental Engineering. ,vol. 105, pp. 499- 518 ,(1979) , 10.1061/AJGEB6.0000786
Ngoc Anh Do, Daniel Dias, Pierpaolo Oreste, Irini Djeran-Maigre, A new numerical approach to the hyperstatic reaction method for segmental tunnel linings International Journal for Numerical and Analytical Methods in Geomechanics. ,vol. 38, pp. 1617- 1632 ,(2014) , 10.1002/NAG.2277
Daniel Dias, Pierpaolo Oreste, KEY FACTORS IN THE FACE STABILITY ANALYSIS OF SHALLOW TUNNELS American Journal of Applied Sciences. ,vol. 10, pp. 1025- 1038 ,(2013) , 10.3844/AJASSP.2013.1025.1038
Ngoc-Anh Do, Daniel Dias, Pierpaolo Oreste, Irini Djeran-Maigre, The behaviour of the segmental tunnel lining studied by the hyperstatic reaction method European Journal of Environmental and Civil Engineering. ,vol. 18, pp. 489- 510 ,(2014) , 10.1080/19648189.2013.872583
Ngoc-Anh Do, Daniel Dias, Pierpaolo Oreste, Irini Djeran-Maigre, 2D Tunnel Numerical Investigation: The Influence of the Simplified Excavation Method on Tunnel Behaviour Geotechnical and Geological Engineering. ,vol. 32, pp. 43- 58 ,(2014) , 10.1007/S10706-013-9690-Y
P.P. Oreste, A numerical approach to the hyperstatic reaction method for the dimensioning of tunnel supports Tunnelling and Underground Space Technology. ,vol. 22, pp. 185- 205 ,(2007) , 10.1016/J.TUST.2006.05.002
Pierpaolo Oreste, Face stabilization of deep tunnels using longitudinal fibreglass dowels International Journal of Rock Mechanics and Mining Sciences. ,vol. 58, pp. 127- 140 ,(2013) , 10.1016/J.IJRMMS.2012.07.011
Ngoc-Anh Do, Daniel Dias, Pierpaolo Oreste, Irini Djeran-Maigre, 2D numerical investigation of segmental tunnel lining behavior Tunnelling and Underground Space Technology. ,vol. 37, pp. 115- 127 ,(2013) , 10.1016/J.TUST.2013.03.008
P. P. Oreste, D. Dias, Stabilisation of the Excavation Face in Shallow Tunnels Using Fibreglass Dowels Rock Mechanics and Rock Engineering. ,vol. 45, pp. 499- 517 ,(2012) , 10.1007/S00603-012-0234-1
Guilhem Mollon, Daniel Dias, Abdul-Hamid Soubra, Probabilistic analyses of tunneling-induced ground movements Acta Geotechnica. ,vol. 8, pp. 181- 199 ,(2013) , 10.1007/S11440-012-0182-7