Fryba L.(2001), »A rough assessment of railway bridges for high speed trains« Engineering Structures 23, 548-556

Zhang X. (2003), »Evaluation of impact factors for composite concrete–steel cellular straight bridges«, Engineering Structures 25, 313-321

Liu C. (2002), »Analytical dynamic impact study based on correlated road roughness« Computers and Structures 80, 1639-1650

Cheng Y.S. & Cheng Y.K.(2001), »Vibration of railway bridges under a moving train by using bridge-track- vehicle element« Engineering Structures 23, 1597-1606

Ju & Lin(2002), »Resonance characteristics of high-speed trains passing simply supported bridges« Journal of Sound and Vibration 267, 1127-1141

Lou P.(2005), »A vehicle-track-bridge interaction element considering vehicle’s pitching effect« Finite Elements in Analysis and Design 41, 397-427

Rashid S. (2011), »Parametric study of bridge response to high speed trains«, Department of civil and architectural engineering, KTH Royal institute of technology, Stockholm, Sweden

Yang Y. B., Yau J. D. & Wu Y. S. (2006) »Vehicle-Bridge Interaction Dynamics- With Application to High-Speed Railways«, World Scientific

Nejati H.R. (2009), »Dynamic analysis of railway tunnels based on in-situ andlaboratory test data«, A thesis submitted for the degree of master, Tarbiat Modares University

Islamic republic of Iran management and planning organization, (2001), Standard load for bridges

Clough RW, Penzien J. »Dynamics of structures«. second ed. New York, NY: McGraw-Hill Book Co.; 1996.

Ghannad. M. H, Geranmayeh. V. R & Zare. S (2011), »Construction of Cover and Cut Tunnels in Urban Areas Case Study: Tehran-Tabriz Railway Tunnel«, first asian and 9th iranian NNELLING symposium

Brinckerhoff P. (2007), »Tunnels and Underground Stations Technical Memorandum Honolulu High-Capacity Transit Corridor Project« City and County of Honolulu and Federal Transit Administration

Greifeneder E. (2003), »Comparison of Cut-and-Cover Tunneling Method vs. New Austrian Tunneling Method (NATM) for Urban Tunnels with Shallow Overburden«, Technical University of Vienna Faculty of Civil Engineering, Master’s Thesis