کنترل آبشستگی موضعی پایه‌پل با استفاده از مواد نانو ساختار

Ghaffarpour Jahromi S, Ahmadi NA, Vossough S and Khodaii A. 2011. Effect of nanoclay and precipitated calcium carbonate to improve rheological properties of bitumen binder. J Civil Engineering, Ferdowsi University of Mashhad 23(1):15-26.

Hosseinzadeh dalir A, Fakherifard A, Frsadizadeh D and Arvanaghi H. 2006. Experimental investigation of canal side walls effect on scour depth around bridge piers. Agricultural science 2(16):1-11.

Shafai Bajestan M. 2005. Shafaee Bajestan, M. Theorical and practical principals of sediment hydraulic. Shahid Chamran University of Ahvaz, page 586.

Alabi PD, 2006. Time development of scour at bridge pier fitted with a collar. M.Sc. Thesis, University of Saskatchewan, Canada.

Breusers NHC, Nicoolet G and Shen HW, 1977. Local scour around cylindrical piers. J Hydraul Res 15(3): 211-252.

Breusers HNC, 1977. Local scour around cylindrical piers. J Hydraul Res, IAHR 15:211-215.

Breusers NHC and Raudkivi AJ, 1991. Scouring. Hydraulic Structures Design Manual, IAHR A.A. Balkema, Roterdam, The Netherlands.

Briaud JL, Chen HC, Li Y, Nurtjahyo P, and Wang J, 2004. The SRICOS-EFA method for complex piers in fine grained soils. J Geotech  Geoenviron  130(11):1180-1191.

Brock JR, 1997. Nanoparticle synthesis: a key process in the future of nanotechnology. Handbook of Nano structured materials: Science and Technology. Gan-Moog Chow and Nina Ivanovna Noskova (Eds), Kluwer Academic Publisher, Boston.

Chong KP and Garboczi EJ, 2002.Smart and designer structural material systems. Progress in Structural Engineering and Materials 4:417-430.

Chiew YM and Mellville BW, 1987. Local scour around bridge piers. J Hydraul Res, 25(1):15-26.

Chiew YM, 1992. Scour protection at bridge piers. J Hydraul Eng 118(11):1260-1269.

Ettema R, Kirkil G and Muste M, 2006. Similitude of large-scale turbulence in experiments on local scour at cylinders. J Hydraul Eng 132(1): 33-40.

Froehlich DC, 1989. Local scour at bridge abutments. Pp. 13-18. National Conf. on Hydraulic Engineering, New Orleans, 14 August, USA.

Hancu S, 1971. Sur le calcul des affouillements locaux dams la zonedes piles des ponts. Pp. 299-313. 14^th IAHR Congress, Delft, The Netherlands.

Kandasamy JK, 1989. Abutment scour. Rep. No. 458, School of Eng., University of Auckland, Auckland, New Zealand.

Kumar V, 1996. Reduction of scour around bridge piers using protection devices. PhD Dissertation, University of Roorkee, India.

Kumar V, Ranga Raju KG and Vittal N, 1999. Reduction of local scour around bridge piers using slots and collars. J Hydraul Eng 125(12): 1302-1305.

Lauchlan GS and Melville BW, 2001. Riprap protection at bridge piers. J Hydraul Eng 127(5):412-418.

Melville BW and Hadfield AC, 1999. Use of sacrificial piles as pier scour countermeasures. J Hydraul  Eng 125(11): 1221-1224.

Mia MF and Nago H, 2003. Design method of time-dependent local scour at circular bridge pier. J Hydraul Eng 129(6): 420–427.

Raudkivi AJ and Ettema R, 1983. Clear-water scour at cylindrical piers. J Hydraul Eng 109(3): 338-350.

Raudkivi AJ, 1986. Functional trends of scour at bridge piers. J Hydraul Eng 112(1): 1–13.

Richardson EV and Davis SR, 1995. Evaluating scour at bridges. J Hydraul Eng Circular No. 18, FHWA-IP-90-017.

Richardson EV and Davis SR, 2001. Evaluating scour at bridges (3^rd ed.). Federal Highway Administration Hydraulic Engineering Circular No. 18: FHWA-IP-90-017, US Department of Transportation, Washington, D.C.

Worman A, 1989. Riprap protection without filter layers. J Hydraul Eng 115(12):1615-1630.

Zarrati AR, Gholami H and Mashahir MB, 2004. Application of collar to control scouring around rectangular bridge piers. J Hydraul Res 42(1): 97-103.