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This paper investigates the floatation of buried gas steel pipes due to liquefaction through experimental and analytical studies. A series of shaking table experiments were conducted with a real-scale gas pipe buried in liquefiable sand. The experiments showed that if the pipe is backfilled with properly compacted sand, as in actual construction, the floatation of the pipe is small and has little effect on the pavement above it. Analytical simulations using dynamic effective stress analysis matched well wit

Author

Umar Kida

Language

EN