Research Article

Vibration Response Characteristics and Application of Existing Railway Subgrade

Figure 11

Effective value and average value of vertical vibration acceleration at K331 + 315 measuring point. (a) Effective value attenuation curve in September 24th. (b) Effective value attenuation curve in October 10th. (c) Effective value attenuation curve in October 24th. (d) Average attenuation curve in September 24th. (e) Average attenuation curve in October 10th. (f) Average attenuation curve in October 24th.
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