Soil State Testing Using Heavy Vehicle Vibrations

Changes in the elastic characteristics of the railway subgrade have been determined using nonstop long-term (more than 50 days) train passage seismic observations. We examined the records of the broadband sensitive seismometer TC-120s in the low-frequency band (below 0.1 Hz) to obtain the subgrade r...

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Main Authors: Natalia K. Kapustian, Galina N. Antonovskaya, Irina P. Orlova
Format: Article
Language:English
Published: MDPI AG 2022-01-01
Series:Energies
Subjects:
Online Access:https://www.mdpi.com/1996-1073/15/3/830
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author Natalia K. Kapustian
Galina N. Antonovskaya
Irina P. Orlova
author_facet Natalia K. Kapustian
Galina N. Antonovskaya
Irina P. Orlova
author_sort Natalia K. Kapustian
collection DOAJ
description Changes in the elastic characteristics of the railway subgrade have been determined using nonstop long-term (more than 50 days) train passage seismic observations. We examined the records of the broadband sensitive seismometer TC-120s in the low-frequency band (below 0.1 Hz) to obtain the subgrade response to various train passages and its relaxation after unloading. Analytical models of subgrade deformation by the train are proposed. When comparing models in the experiment, we showed that a lowpass filter (below 0.1 Hz) provides waveforms with parameters determined by the deformation properties of the soil. We carried out statistical processing of 1600 train seismic records and determined parameters characterizing the subgrade reaction to the vibration effects created by trains in the ultra-low-frequency range. Therefore, we can use these parameters to monitor after daily averaging and weekly smoothing. When observing the spring thawing of the soil, we considered the sensitivity of seismic monitoring using heavy vehicle vibrations, particularly changes in the soil state properties under a rise in ambient temperature. The presented observations can be used for seismic monitoring technology at an early stage of hazardous processes in the subgrade.
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spelling doaj.art-7abedb2d7d134b579c1b672dc29f42972023-11-23T16:20:37ZengMDPI AGEnergies1996-10732022-01-0115383010.3390/en15030830Soil State Testing Using Heavy Vehicle VibrationsNatalia K. Kapustian0Galina N. Antonovskaya1Irina P. Orlova2N. Laverov Federal Center for Integrated Arctic Research, Ural Branch of the Russian Academy of Sciences, 163000 Arkhangelsk, RussiaN. Laverov Federal Center for Integrated Arctic Research, Ural Branch of the Russian Academy of Sciences, 163000 Arkhangelsk, RussiaSchmidt Institute of Physics of the Earth of the Russian Academy of Sciences, 123242 Moscow, RussiaChanges in the elastic characteristics of the railway subgrade have been determined using nonstop long-term (more than 50 days) train passage seismic observations. We examined the records of the broadband sensitive seismometer TC-120s in the low-frequency band (below 0.1 Hz) to obtain the subgrade response to various train passages and its relaxation after unloading. Analytical models of subgrade deformation by the train are proposed. When comparing models in the experiment, we showed that a lowpass filter (below 0.1 Hz) provides waveforms with parameters determined by the deformation properties of the soil. We carried out statistical processing of 1600 train seismic records and determined parameters characterizing the subgrade reaction to the vibration effects created by trains in the ultra-low-frequency range. Therefore, we can use these parameters to monitor after daily averaging and weekly smoothing. When observing the spring thawing of the soil, we considered the sensitivity of seismic monitoring using heavy vehicle vibrations, particularly changes in the soil state properties under a rise in ambient temperature. The presented observations can be used for seismic monitoring technology at an early stage of hazardous processes in the subgrade.https://www.mdpi.com/1996-1073/15/3/830broadband seismometerlow-frequency vibrationsrailway subgrade stabilityseismic equipmentsimulationsoil testing
spellingShingle Natalia K. Kapustian
Galina N. Antonovskaya
Irina P. Orlova
Soil State Testing Using Heavy Vehicle Vibrations
Energies
broadband seismometer
low-frequency vibrations
railway subgrade stability
seismic equipment
simulation
soil testing
title Soil State Testing Using Heavy Vehicle Vibrations
title_full Soil State Testing Using Heavy Vehicle Vibrations
title_fullStr Soil State Testing Using Heavy Vehicle Vibrations
title_full_unstemmed Soil State Testing Using Heavy Vehicle Vibrations
title_short Soil State Testing Using Heavy Vehicle Vibrations
title_sort soil state testing using heavy vehicle vibrations
topic broadband seismometer
low-frequency vibrations
railway subgrade stability
seismic equipment
simulation
soil testing
url https://www.mdpi.com/1996-1073/15/3/830
work_keys_str_mv AT nataliakkapustian soilstatetestingusingheavyvehiclevibrations
AT galinanantonovskaya soilstatetestingusingheavyvehiclevibrations
AT irinaporlova soilstatetestingusingheavyvehiclevibrations