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- W64578733 abstract "This paper describes a study of the effect of soil arching around shallow tunnels using the Boundary Element Method. Due to the different stiffnesses of the soil and the underground structure, then, under surface loading, the differential displacements generate shearing (arching) forces which increase or decrease the load on the tunnel. Under elastic conditions, the soil parameters (elastic modulus (E) and Poisson’s ratio ( )) both affect these arching forces. The Boundary Element Method is an effective numerical technique to achieve accurate results as it deals directly with the tractions at the tunnel/soil interface. Moreover, it is more efficient than the Finite Element Method in this case because no elements are needed within the soil itself." @default.
- W64578733 created "2016-06-24" @default.
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- W64578733 date "2010-05-01" @default.
- W64578733 modified "2023-09-27" @default.
- W64578733 title "Analysis of arching around shallow tunnels using the boundary element approach" @default.
- W64578733 hasPublicationYear "2010" @default.
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