ANALYSIS OF DIFFERENT LOADS AFFECTING THE URBAN RAILWAY TUNNEL SYSTEMS OF CAIRO METRO UNDERNEATH THE RIVER NILE

Journal Title: INTERNATIONAL JOURNAL FOR TRAFFIC AND TRANSPORT ENGINEERING - Year 2015, Vol 5, Issue 2

Abstract

The study objective of this paper is analysis of different loads affecting the urban railway tunnel systems to determine the optimum tunnel system (single tunnel or twin tunnel). A case study is The Greater Cairo metro line No. 4, which passes under the River Nile in Egypt land. Analysis of settlement and stresses was carried out using three different finite element programs (Ansys, Plaxis and Rocscience Phase). We obtained optimum dimension of the model for the different tunnel systems. Also, vertical and horizontal bed River Nile settlements were computed for single and twin tunnel by the above mentioned programs. The comparison between the two systems in terms of bending moments and settlement is presented. Also, the procedures of construction of the twin tunnel underneath the River Nile were discussed. Moreover, the effect of the train loads on the settlement profile and the horizontal displacement of bed River Nile were evaluated for single and twin tunnel systems. Based on the calculated result, higher stresses in bottom tunnel (twin tunnel system) increased by 100% about stresses in a single tunnel. When trains pass through the tunnel, stresses decrease about 10% for single tunnel and about 5% for twin tunnels.

Authors and Affiliations

Hamdy. H. A. Abd-el. rahim, Mahmoud Enieb, Ahmed Khalil, Abdou SH. Ahmed

Keywords

Related Articles

MODE CHOICE ANALYSIS: THE DATA, THE MODELS AND FUTURE AHEAD

Mode choice is one of the most vital stages in transportation planning process and it has direct impact on the policy making decisions. Mode choice models deals very closely with the human choice making behaviour and thu...

PREVAILING SATURATION FLOW RATE FOR LANE GROUPS IN AN URBAN AREA

This study focused on determining the prevailing Saturation Flow Rate (SFR) for specific lane groups in an urban area: District of Columbia (DC). The lane groups considered were Through (T), shared Through and Right (TR)...

THE EFFECTIVENESS OF PRIVATE MOTORIZED TRIPS INDICATORS IN REDUCING CAR USAGE

Neighborhoods with similar design may have different travel behavior due to the impacts of socio-economic indicators. There are also some effective indicators such as residents’ income, age, and self-selection factors r...

OCENA BEZBEDNOSTI VAZDUHOPLOVA PRIMENOM COST - BENEFIT ANALIZE

Konstantan porast obima vazdušnog saobraćœaja uslovljava razvoj i implementaciju brojnih mera kojima ćœe se omogućœiti praœćenje nivoa bezbednosti u radu vazduhoplovnih organizacija. Neraskidivi deo u procesu adekvatnog...

EMPIRICAL STUDY OF ACCEPTED GAP AND LANE CHANGE DURATION WITHIN ARTERIAL TRAFFIC UNDER RECURRENT AND NON-RECURRENT CONGESTION

This paper investigated variations in accepted gaps and lane change duration on arterial under recurrent and non-recurrent congestion. Descriptive statistics and best-fit distributions were obtained for the two paramete...

Download PDF file
  • EP ID EP158561
  • DOI 10.7708/ijtte.2015.5(2).02
  • Views 68
  • Downloads 0

How To Cite

Hamdy. H. A. Abd-el. rahim, Mahmoud Enieb, Ahmed Khalil, Abdou SH. Ahmed (2015). ANALYSIS OF DIFFERENT LOADS AFFECTING THE URBAN RAILWAY TUNNEL SYSTEMS OF CAIRO METRO UNDERNEATH THE RIVER NILE. INTERNATIONAL JOURNAL FOR TRAFFIC AND TRANSPORT ENGINEERING, 5(2), 93-107. https://europub.co.uk/articles/-A-158561