1. Terzaghi, K., "Theoretical Soil Mechanics." J. Wiley and Sons, Inc. 510, (1943): pp. 510
2 .Jiang, Y.-J., Towhata," Experimental Study of Dry Granular Flow and Impact Behavior Against a Rigid Retaining Wall", Rock Mechanics and Rock Engineering, pp. 1-17, (2012).
3 .Akbarzadeh, H., A. Bayat, "Investigating ASTM F 1962 Arching Factor for Polyethylene Pipes Installed by Horizontal Directional Drilling", Tunnelling and Underground Space Technology, (2012).
4. Chen, C.N., W.-Y. Huang, and C.-T. Tseng," Stress Redistribution and Ground Arch Development during Tunneling", Tunnelling and Underground Space Technology,NO 26(1), pp. 228-235, (2011).
5. Chen, R.P., et al.," Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method", Computers and Geotechnics, NO 38(2), pp. 187-195, (2011)
6. Chen, R.p., et al., "Experimental Study on Face Instability of Shield Tunnel in Sand", Tunnelling and Underground Space Technology, No 33(0), PP. 12-21, (2013).
7 .Lee, C.J., et al., "Tunnel stability and arching effects during tunneling in soft clayey soil", Tunnelling and Underground Space Technology, No 21(2), pp. 119-132, (2006).
8. Kahyaoglu, M., et al., "Numerical Analyses of Piles Subjected to Lateral Soil Movement", KSCE Journal of Civil Engineering, No 16(4),pp. 562-570, (2012).
9. Eekelen, S.J.M., et al., "Model Experiments on Piled Embankments". Part II. Geotextiles and Geomembranes,No 32(0), pp. 82-94, (2012).
10. Karinski, Y.S., A.N. Dancygier. and I. Leviathan, "An Analytical Model to Evalulate the Static Soil Pressure on a Puried Structure". Engineering Structures, No 25(1), pp. 91-101, (2003).
11. Huang, Z., E. Broch. and M. Lu, "Cavern roof stability—mechanism of arching and stabilization by rockbolting". Tunnelling and Underground Space Technology, No.17(3), pp. 249-261, (2002).
12. Sargand, S., T. Masada, "Soil Arching over Deeply Buried Thermoplastic Pipe", Transportation Research Record: Journal of the Transportation Research Board, No 1849(-1), pp. 109-123, (2003).
13. Roberts, A.W., "Review of Mass-flow Hopper Design with Respect to Stress Fields and Surcharge Loads". Particuology, No 8(6), pp. 591-594, (2010).
14. Tien , H.-J.,"A Literature Study of the Arching Effect", Massachusetts Institute Of Technology. pp. 196, (1996).
15. Guo., Zhou, "Arch in Granular Materials as a Free Surface Problem". International Journal For Numerical And Analytical Methods In Geomechanics, (2012).
16. Terzaghi, K., "Stress Distribution in Dry and in Saturated Sand Above a Yielding Trap-Door. in First International Conference on Soil Mechanics and Foundation Engineering", Cambridge, Massachusetts,(1936).
17. ASTM Standard C1444-00," Standard Test Method for Measuring the Angle of Repose of Free-Flowing Mold Powders ASTM International", West Conshohocken, PA, (2005).
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