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Numerical model of surface subsidence during subway tunneling
Results are presented for modeling of surface subsidence resulting from boring operations for construction of the U-8-Nord subway line in Munich. Measurements of surface subsidence on completion of tunneling operations served as verification for the model. A soil-behavior model, describing most reliably the subsidence of the ground surface during tunneling was selected. Factors controlling surface subsidence were determined.
Numerical model of surface subsidence during subway tunneling
Results are presented for modeling of surface subsidence resulting from boring operations for construction of the U-8-Nord subway line in Munich. Measurements of surface subsidence on completion of tunneling operations served as verification for the model. A soil-behavior model, describing most reliably the subsidence of the ground surface during tunneling was selected. Factors controlling surface subsidence were determined.
Numerical model of surface subsidence during subway tunneling
Strokova, L. A. (author)
2009
Article (Journal)
Electronic Resource
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
Numerical model of surface subsidence during subway tunneling
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