Abdul-Mawjoud AA, Sofia GG (2008) Development of models for predicting speed on horizontal curves for two-lane rural highways. Arab J Sci Eng 33(2B):365–377
Hashim IH (2011) Analysis of speed characteristics for rural two-lane roads: a field study from Minoufiya Governorate, Egypt. Ain Shams Eng J 2:43–52. doi:10.1016/j.asej.2011.05.005
Jessen DR, Schurr KS, McCoy PT et al (2001) Operating speed prediction on crest vertical curves of rural two-lane highways in Nebraska. Transp Res Rec 1751:67–75
Islam M, Seneviratne PN (1994) Evaluation of design consistency on two-lane highways. ITEJ 64(2):28–31
Ottesen JL, Krammes RA (2000) Speed-profile model for a design-consistency evaluation procedure in the United States. Transp Res Rec 1701:76–85
Polus A, Fitzpatrick K, Fambro DB (2000) Predicting operating speed on tangent sections of two-lane rural highways. Transp Res Rec 1737:50–57
McFadden J, Elefteriadou L (1997) Formulation and validation of operating speed-based design consistency models by bootstrapping. Transp Res Rec 1579:97–103
Bennett CR (1994) A speed prediction model for rural two-lane highways. PhD Dissertation, University of Auckland, New Zealand
Gong H, Stamatiadis N (2008) Operating speed prediction models for horizontal curves on rural four-lane highways. Transp Res Rec 2075:1–7
Cheng Y, Chen F, Huang X, Wang F, Liu M (2011) Predicting operating speed on curve sections of eight-lane expressway in plain area. In: 4th international symposium proceedings of highway geometric design, 2011
Abdalla NM (2010) Relationship between traffic flow characteristics and pavement conditions on roads in Egypt. MSc Dissertation, University of Al-Azhar, Egypt
General Authority of Roads, Bridges and Land Transport “GARBLT” (2009) System of Road Geometric Data, El-Nasr St., Cairo, Egypt. http://www.garblt.gov.eg/. Accessed 12 Feb 2009
Simpson AL, Rauhut JB, Jordahl PR et al (1994) Sensitivity analyses for selected pavement distresses. SHP report no. SHP-P-393
Singh D, Zaman M, White L (2011) Modeling of 85th percentile speed for rural highways for enhanced traffic safety. No. FHWA 2211. Oklahoma Department of Transportation, Oklahoma
Semeida AM (2013) Impact of highway geometry and posted speed on operating speed at multilane highways in Egypt. J Adv Res 4(6):515–523. doi:org/10.1016/j.jare.2012.08.014
Semeida AM (2013) New models to evaluate the level of service and capacity for rural multi-lane highways in Egypt. Alex Eng J 52(3):455–466. doi:org/10.1016/j.aej.2013.04.003
User’s Manual “NeuroSolutions 7” (2010) NeuroDimension, Inc. Gainesville
Voudris AV (2006) Analysis and forecast of capsize bulk carriers market using artificial neural networks. MSc Dissertation, Massachusetts Institute of Technology, USA
Tarefder RA, White L, Zaman M (2005) Neural network model for asphalt concrete permeability. J Mater Civil Eng 17:19–27
Hashim IH (2006) Exploring the relationship between safety and the consistency of geometry and speed on rural single carriageways. J UTSG 2(A1):1–12
Ali A, Flannery A, Venigalla M (2007) Prediction models for free flow speed on urban streets. In: 86th annual meeting of the Transportation Research Board, Washington, DC, 2007