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Abstract

Summary

A relationship between seismic wave velocities and the stress state of a material have been largely investigated in small scale lab experiments but never on a large field scale. For investigation of this relationship on a larger scale a 3-D seismic array have been built into a full-size railroad embankment model. Using the three component geophones with vertical and horizontal sledgehammer strikes, P-and S-wave interval velocities was determined and the relationship with the vertical and horizontal stress respectively was investigated. The results show that the parameters found in the large-scale experiments are similar to the ones found in small-scale experiments. There are variations in the data which should be investigated more closely. But the first results from a large-scale experiment look promising.

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/content/papers/10.3997/2214-4609.202520268
2025-09-07
2026-02-15
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References

  1. Trafikverket (2021) Technical System Requirements for New Main Lines, TSK NS version 1.0 (TRV2 22021/58875), 2021-06-23. Borlänge: Trafikverket.
    [Google Scholar]
  2. Santamarina, J. C. (2001). Soils and Waves. John Wiley & Sons Ltd., 1(2), 488.
    [Google Scholar]
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