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The document compares solutions for the interaction between a soil and a buried pipe due to tunneling using two methods: (1) an elastic continuum solution that models the soil as a continuous elastic material, and (2) a Winkler solution that models the soil as discrete springs. It finds that while the two solutions produce similar results under external loads, using a common Winkler subgrade modulus (Vesic expression) to model tunneling effects may underestimate bending moments in the pipe. An alternative s

Author

alibaaziz

Language

EN