Evaluation of rock mass engineering geological properties using statistical analysis and selecting proper tunnel design approach in Qazvin–Rasht railway tunnel

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Evaluation of rock mass engineering geological properties using statistical analysis and selecting proper tunnel design approach in Qazvin–Rasht railway tunnel

Various geological and geotechnical conditions at different project sites require different design, calculation and construction methods. Stability of underground openings depends on ground conditions with different modes of behavior. An essential step in the design procedure is to assess the ground...

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Bibliographic Details
Main Authors:	Rahimi, B., Shahriar, K., Sharifzadeh, Mostafa
Format:	Journal Article
Published:	Pergamon 2014
Subjects:	Numerical modeling Empirical methods Tunnel Statistical analysis Ground behavior Optimum support system
Online Access:	http://hdl.handle.net/20.500.11937/20132

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