1 |
Bilotta, E., Lanzano, G., Madabhushi, S.P.G. and Silvestri, F. (2014), "A numerical Round Robin on tunnels under seismic actions", Acta Geotechnica, 9(4), 563-579.
DOI
|
2 |
Chakraborty, D. and Kumar, J. (2013), "Stability of a long unsupported circular tunnel in soils with seismic forces", Nat. Hazard., 68(2), 419-431.
DOI
|
3 |
Debiasi, E., Gajo, A. and Zonta, D. (2013), "On the seismic response of shallow-buried rectangular structures", Tunn. Undergr. Space Technol., 38, 99-113.
DOI
|
4 |
El Naggar, H., Hinchberger, S.D. and El Naggar, M.H. (2008), "Simplified analysis of seismic in-plane stresses in composite and jointed tunnel linings", Soil Dyn. Earthq. Eng., 28(12), 1063-1077.
DOI
|
5 |
Feldgun, V.R., Karinski, Y.S. and Yankelevsky, D.Z. (2014), "The effect of an explosion in a tunnel on a neighboring buried structure", Tunn. Undergr. Space Technol., 44, 42-45.
DOI
|
6 |
Gomes, R.C. (2013), "Effect of stress disturbance induced by construction on the seismic response of shallow bored tunnels", Comput. Geotech., 49, 338-351.
DOI
|
7 |
Guo, D.P., Hamada, M., He, C., Wang, Y.F. and Zou, Y.L. (2014), "An empirical model for landslide travel distance prediction in Wenchuan earthquake area", Landslides, 11(2), 281-291.
DOI
|
8 |
Hiroyasu, O., Kazuo, S. and Nobusuke, H. (2007), "A study on the methodology of estimating the rock classification with the seismic exploration in mountain tunnel construction projects", Zairyo/J. Soc. Mater. Sci., Japan, 56(9), 820-827. [In Japanese]
DOI
|
9 |
Holter, K.G. (2014) "Loads on sprayed waterproof tunnel linings in jointed hard rock: A study based on Norwegian cases", Rock Mech. Rock Eng., 47(3), 1003-1020.
DOI
|
10 |
Kalitsov, A., Zermatten, P.J., Bonell, F., Gaudin, G., Andrieu, S., Tiusan, C., Chshiev, M. and Velev, J.P. (2013), "Bias dependence of tunneling magnetoresistance in magnetic tunnel junctions with asymmetric barriers", J. Phys.: Condensed Matter, 25(49), 1-8.
|
11 |
Kouretzis, G.P., Sloan, S.W. and Carter, J.P. (2013), "Effect of interface friction on tunnel liner internal forces due to seismic S- and P- wave propagation", Soil Dyn. Earthq. Eng., 46, 51-55.
|
12 |
Nouria, H., Fakhera, A. and Jones, C.J.F.P. (2008), "Evaluating the effects of the magnitude and amplification of pseudo-static acceleration on reinforced soil slopes and walls using the limit equilibrium Horizontal Slices Method", Geotext. Geomembr., 26(3), 263-278.
DOI
|
13 |
Li, D.L., Liu, X.R. and Liu, F.M. (2014), "Analysis on stability of shallow buried and bias tunnel with different slope in loess", Electron. J. Geotech. Eng., 19, 6577-6588.
|
14 |
Milev, A.M., Spottiswoode, S.M., Rorke, A.J. and Finnie, G.J. (2001), "Seismic monitoring of a simulated rockburst on a wall of an underground tunnel", J. South Af. Inst. Mining Metallur., 101(5), 253-260.
|
15 |
Mollon, G., Dias, D. and Soubra, A.H. (2011), "Probabilistic analysis of pressurized tunnels against face stability using collocationbased stochastic response surface method", J. Geotech. Geoenviron. Eng., ASCE, 137(4), 385-397.
DOI
|
16 |
Prasad, V.V.R., Dwivedi, R.D. and Swarup, A. (2013), "Determination of support pressure for tunnels and caverns using block theory", Tunn. Undergr. Space Technol., 37, 55-61.
DOI
|
17 |
Pinyol, N.M. and Alonso, E.E. (2012), "Design of micropiles for tunnel face reinforcement: undrained upper bound solution", J. Geotech. Geoenviron. Eng., 138(1), 89-99.
DOI
|
18 |
Roatesi, S. (2014), "Analytical and numerical approach for tunnel face advance in a viscoplastic rock mass", Int. J. Rock Mech. Mining Sci., 70, 123-132.
DOI
|
19 |
Saada, Z., Maghous, S. and Garnier, D. (2013), "Pseudo-static analysis of tunnel face stability using the generalized Hoek-Brown strength criterion", Int. J. Numer. Anal. Method. Geomech., 37(18), 3194-3212.
DOI
|
20 |
Sahoo, J.P. and Kumar, J. (2012), "Seismic stability of a long unsupported circular tunnel", Comput. Geotech., 44, 109-115.
DOI
|
21 |
Shagapov, V.S., Khusainova, G.Y., Khusainov, I.G. and Khazov, R.N. (2002), "Pressure relaxation in a hole surrounded by a porous and permeable rock", Combust. Explo. Shock Waves, 38(3), 346-351.
DOI
|
22 |
Sanchez-Merino, A.L., Fernandez-Saez, J. and Navarro, C. (2009), "Simplified longitudinal seismic response of tunnels linings subjected to surface waves", Soil Dyn. Earthq. Eng., 29(3), 579-582.
DOI
|
23 |
Scussel, D. and Chandra, S. (2014), "New approach to the design of tunnels in squeezing ground", Int. J. Geomech., 14(1), 110-117.
DOI
|
24 |
Senent, S., Mollon, G. and Jimenez, R. (2013), "Tunnel face stability in heavily fractured rock masses that follow the Hoek-Brown failure criterion", Int. J. Rock Mech. Mining Sci., 60, 440-451.
DOI
|
25 |
Shao, Y. and Macari, E.J. (2008), "Information feedback analysis in deep excavations", Int. J. Geomech., 8(1), 91-103.
DOI
|
26 |
Simanjuntak, T.D.Y.F., Marence, M., Mynett, A.E. and Schleiss, A.J. (2014), "Pressure tunnels in non-uniform in situ stress conditions", Tunn. Undergr. Space Technol., 42, 227-236.
DOI
|
27 |
Yang, X.L., Huang, B. and Wang, Z.W. (2010), "Rock failure pressure of shallow tunnel subjected to horizontal seismic and unsymmetrical loads", J. Central South Univ. (Science and Technology), 41(3), 1090-1095. [In Chinese]
|
28 |
Zhong, Z.L., Tu, Y.L., Liu, X.Y., Liu, Y.X. and Zhang, J. (2013), "Calculation of lining load of shallow-buried bilateral bias twin tunnel and its parameter sensitivity analysis", China Civil Eng. J., 46(1), 119-125. [In Chinese]
|