TUNNELING BENEATH CAIRO
David W. Campo, Donald P. Richards
Abstract
David W. Campo, Donald P. Richards
Abstract
The second phase of the Greater Cairo Metro system in Egypt included many geotechnical challenges. Thirteen kilometers of the 19-km heavy rail line were constructed underground within the water-bearing Nile Valley alluvium. The underground works included construction of cut-and-cover tunnels and stations using diaphragm walls, top-down methods, and state-of-the-art computerized injection grouting. Engineers devised an innovative new method that was successful in minimizing surface settlements for the project. In addition, the project featured the construction of special hand-mined connections to the bored tunnels, interesting tunnel boring machine entry and exit methods from underground stations, and a major building underpinning effort.
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The second phase of the Greater Cairo Metro system in Egypt included many geotechnical challenges. Thirteen kilometers of the 19-km heavy rail line were constructed underground within the water-bearing Nile Valley alluvium. The underground works included construction of cut-and-cover tunnels and stations using diaphragm walls, top-down methods, and state-of-the-art computerized injection grouting. Engineers devised an innovative new method that was successful in minimizing surface settlements for the project. In addition, the project featured the construction of special hand-mined connections to the bored tunnels, interesting tunnel boring machine entry and exit methods from underground stations, and a major building underpinning effort.
Key concepts: Underpinning, Alluvium, Human settlement, Civil engineering, Engineering, Geotechnical engineering, Geology, Mining engineering