Published April 8, 2025 | Version v1

Grenoble Field Experiment - Geophone and DAS with Simulations

  • 1. ROR icon Université Grenoble Alpes

Description

This upload contains field data recorded at a site on the Grenoble campus, where a pre-existing buried concrete foundation is present, along with numerical simulations based on the wave equation using the Spectral Element Method (SEM), replicating the site conditions.

Content Overview:

  • vs, vp, rho_c: Shear wave velocity (vs), compressional wave velocity (vp), and density (rho_c) models used for numerical simulations with the Spectral Element Method (SEM). The mesh consists of 100×100×60 elements, each 1 meter in size, with a free surface at the top and 14 ABS elements included at the edge. The interpolation order is 4. The source is a Ricker wavelet with a central frequency of 125 Hz, expressed by vertical force located at x = 20m, y = 50, z = 0.

  • d2x_dt2, d2z_dt2, dexx_dt: Synthetic observables from the simulation.

    • d2x_dt2: Horizontal acceleration in the x-direction

    • d2z_dt2: Vertical acceleration

    • dexx_dt: Strain rate calculated using a finite difference approach based on receivers spaced 2 meters apart, matching the experimental setup.
      These datasets include 30 recordings: 15 located before the foundation and 15 after, each spaced 1 meter apart.

  • d2x_dt2 (GEO), d2z_dt2 (GEO), dexx_dt (DAS): Field recordings from geophones and DAS. The data have been recorded using 14 Hz geophones and Distributed Acoustic Sensing (DAS) with a 2-meter gauge length and 1-meter channel spacing. Refer to the figure Site_configuration for the layout.

    • 14 total recordings: 7 located before the foundation and 7 after, spaced 2 meters apart starting 13 meters before the foundation.

    • Signals have been bandpass filtered between 10 Hz and 50 Hz.

    •  GEO and DAS refer to the instruments used to measure each observable.

 

 

Note: The layout of the receivers in the simulation and the field experiment is nearly identical, with a few differences:

  • Sensor spacing: 1 meter in the simulation, 2 meters in the field experiment.

  • Number of sensors: 15 before and 15 after the foundation in the simulation; 7 before and 7 after in the field experiment.

  • Sensor alignment: In the simulation, all observables were recorded at the same spatial locations. In the field, the geophone and DAS lines were parallel but offset by approximately 30 cm.

Files

Site_configuration.pdf

Files (961.7 MB)

Name Size
md5:e649a593ac3eddbc5976f06b766c8447
112.1 kB Download
md5:e6515934823e48fd468896475f4bcbda
7.8 MB Download
md5:29c38284fc475ec35c4a44144115a631
112.1 kB Download
md5:e6515934823e48fd468896475f4bcbda
7.8 MB Download
md5:7b39f57875ff1ce3f0f42667f83477de
16.9 kB Download
md5:9d6df9cf71250050a12e867aff2cd742
7.8 MB Download
md5:3e4949066731118c07e64d98b6a3d8bf
312.6 MB Download
md5:e56624d7cefd75fee69c692cc39376ff
85.2 kB Preview Download
vp
md5:92be802867850d34283f97f12bf70514
312.6 MB Download
vs
md5:50ae847cba3976a02f28a884b153e6af
312.6 MB Download

Additional details

Funding

European Commission
SPIN - Seismological Parameters and INstrumentation 955515
European Commission
F-IMAGE - Seismic Functional Imaging of the Brittle Crust 742335

Software

Programming language
Python