Two-parametric deformation and its induced representations

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numerical modeling of tunneling induced ground deformation and its control

tunnelling through cities underlain by soft soil, commonly associated with soil movement around the tunnels and subsequent surface settlement. the predication of ground movement during the tunnelling and optimum support pressure could be based on analytical, empirical or the numerical methods. the commonly used earth pressure balance (epb) tunneling machines, uses the excavated soil in a pressu...

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ژورنال

عنوان ژورنال: Journal of Physics A: Mathematical and General

سال: 1996

ISSN: 0305-4470,1361-6447

DOI: 10.1088/0305-4470/29/7/022