مدل‌سازی عددی عملیات لوله‌شکافی در ماسه و رس

Atalah, A. (1998). The effect of pipe bursting on nearby utilities,pavement , and structures. Louisiana Tech University.

Atalah, A. (2004). GROUND MOVEMENT IN HARD ROCK CONDITIONS RELATED TO PIPE BURSTING.

Atalah, A., & Asce, M. (2006). Safe Distance between Large-Diameter Rock Pipe Bursting and Nearby Buildings and Buried Structures. April, 350–356.

Baltay, P., & Gjelsvik, A. (1990). Coefficient of friction for steel on concrete at high normal stress. Journal of Materials in Civil Engineering, 40–46.

Brachman, R. W. I., Mcleod, H. A., Moore, I. D., & Take, W. A. (2010). Three-dimensional ground displacements from static pipe bursting in stiff clay. 450, 439–450. https://doi.org/10.1139/T09-118

C, Rogers. D, C., Wan, F., Ng, P. C. F., & Smith, S. (2002). Laboratory testing of pipe splitting operations. Tunnelling and Underground Space Technology, 17(1), 99–113. https://doi.org/10.1016/S0886-7798(01)00061-X

Chapman, D N. Rogers, C. D. F. (1996). Experimental and analytical modelling of pipebursting ground displacements. 11(1), 53–68.

Chapman, D. N., Ng, P. C. F., & Karri, R. (2007). Research needs for on-line pipeline replacement techniques. Tunnelling and Underground Space Technology, 22(5–6), 503–514. https://doi.org/10.1016/j.tust.2007.05.004

Company, P. (2018). Ductile Iron. In Metals Handbook Desk Edition. https://doi.org/10.31399/asm.hb.mhde2.a0003108

Geotechnical and Geoenvironmental Engineering Handbook. (2001). In Geotechnical and Geoenvironmental Engineering Handbook. https://doi.org/10.1007/978-1-4615-1729-0

Hibbitt, K., & Sorensen, I. (2000). ABAQUS/CAE User’s Manual.

Howell, N. (1995). The Polyethylene Pipe Philosophy for Pipeline Renovation. Proceedings o f No-Dig International.

Johnson, G. R., & Cook, W. H. (1985). Fracture characteristics of three metals subjected to various strains, strain rates, temperatures and pressures. Engineering Fracture Mechanics, 21(1), 31–48. https://doi.org/10.1016/0013-7944(85)90052-9

Leach, G. Reed, K. (1989). Observation and Assessment of the Disturbance Caused by Displacement Methods of Trenchless Construction. Proceedings o f No-Dig International, 2.

McLeod, H. A. (2008). Field Measurements of Surface Displacements from Pipe Bursting. Queen’s Univeristy.

Murugesan, M., & Jung, D. W. (2019). Johnson cook material and failure model parameters estimation of AISI-1045 medium carbon steel for metal forming applications. Materials, 12(4). https://doi.org/10.3390/ma12040609

Rogers, E. C. D. F., & Chapman, D. N. (1995). An experimental study of pipebursting in sand.

Simicevic, J., & Sterling, R. L. (2001). Guidelines for Pipe Bursting DISCLAIMER.

Swee, J. Milligan, G. (1990). Pipe Bursting Model Tests. Proceedings o f No-Dig International, 2.

Thelen, E. (1952). Properties of Soils. Journal of the Franklin Institute, 254(4), 323–325. https://doi.org/10.1016/0016-0032(52)90904-6

1. Modern Management of Mine Prouducting, Geology & Environmental Protection (pp. 27-34). Albena: International Scientific GeoConference.

Jalali, S. M., & Forouhandeh, S. F. (2011, June). Reliability Estimation of Auxiliary Ventilation Systems in Long Tunnels during Construction. Safety Science, 49(5), 664-669. Retrieved from http://dx.doi.org/10.1016/j.ssci.2010.12.015

Jalali, S. M., Emami, M., Najafi, M., Gharib-Bolok, F., Mohammadi, H., & Ramezanzadeh, A. (2015). Underground Coal Gasification as a Strategy to Improve Energy Economy of Iran. Iranian Energy Economics, 4(13), 63-88. Retrieved from http://jiee.atu.ac.ir/article_852_202.html

Singh, B., & Goel, R. K. (2006). Tunnelling in Weak Rocks. (J. A. Hudson, Ed.) Amsterdam: Elsevier B.V.