Seismic modelling of tracked-vehicle signals for monitoring and verification

To better understand characteristics of seismic signals of tracked vehicles measured when passing a sensor line, we numerically modelled force-pulse responses of a layered soil that is similar in its seismic properties to that found at the original measurement site. The vertical-force pulses from th...

Full description

Saved in:
Bibliographic Details
Published inApplied geophysics Vol. 18; no. 2; pp. 253 - 264
Main Authors Pilch, Mathias, Altmann, Jürgen
Format Journal Article
LanguageEnglish
Published Beijing Chinese Geophysical Society 01.06.2021
Springer Nature B.V
Experimentelle Physk Ⅲ,TU Dortmund University,44221 Dortmund,Germany
Subjects
Online AccessGet full text
ISSN1672-7975
1993-0658
DOI10.1007/s11770-021-0898-y

Cover

More Information
Summary:To better understand characteristics of seismic signals of tracked vehicles measured when passing a sensor line, we numerically modelled force-pulse responses of a layered soil that is similar in its seismic properties to that found at the original measurement site. The vertical-force pulses from the road wheels rolling over the track elements are fitted to the measured ones. Single-pulse seismic waves vary with distance due to different wave types, reflections at layer boundaries, vehicle velocity and relative position of the left and right track elements. They are computed by a modelling program and superposed at sensor positions with the appropriate slant distance and time shift for each track element. These sum signals are in qualitative agreement with those from the original measurements. However, they are several magnitudes weaker and much smoother. Furthermore, higher frequencies are damped much less at larger distances. Due to the large variability of the sum signals, recognition of tracked-vehicle types exclusively through their seismic signals seems difficult.
Bibliography:ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
ISSN:1672-7975
1993-0658
DOI:10.1007/s11770-021-0898-y