Performance of high-resolution impact and vibration sources for underground seismic exploration of clay formations at the scale of a rock laboratory
| dc.contributor.author | Wawerzinek, Britta | |
| dc.contributor.author | Lüth, Stefan | |
| dc.contributor.author | Esefelder, Roman | |
| dc.contributor.author | Giese, Rüdiger | |
| dc.contributor.author | Krawczyk, Charlotte M. | |
| dc.date.accessioned | 2022-10-10T09:17:57Z | |
| dc.date.available | 2022-10-10T09:17:57Z | |
| dc.date.issued | 2022-07-26 | |
| dc.description.abstract | Low permeability, high retention capacity and self-sealing ability are advantageous characteristics that are attributed to argillaceous rocks. In contrast, other properties of clay, such as internal heterogeneities, strong attenuation and anisotropic behaviour, pose major challenges for underground exploration techniques. Although with regard to the underground storage of nuclear waste, the seismic exploration in the underground itself is of great importance to fill the gap between surface and borehole investigations. Furthermore, to prevent destruction of the host rock during exploration this demands low to non-invasive techniques. To approach these issues, a seismic survey was carried out in the Mont Terri Underground Rock Laboratory (Switzerland) using a gallery-based acquisition with an operating range up to several decametres. The seismic campaign included three-component borehole sensors and two different seismic source types (pneumatic impact and magnetostrictive vibroseis source). An executed source comparison analysed the characteristics of the different source types, for example frequency or amplitude behaviour of the generated wavefield, to assess their performance under similar conditions at the meso scale and to reveal their strengths and weaknesses in clay. Based on these findings, we performed traveltime and reflection analyses that demonstrate their potential to characterize clay formations and to map internal structures. The highest seismic velocities are found in the carbonate-rich sandy facies (vPmax = 4000 m s−1, vSmax = 2050 m s−1), slower velocities are found in the sandy facies (vPmax = 3720 m s−1, vSmax = 1840 m s−1) and the slowest velocities are found in the shaly facies (vPmax = 3220 m s−1, vSmax = 1480 m s−1). The seismic velocity anisotropy is larger within the shaly facies (AvP = 23 per cent, AvS = 32 per cent) compared to the sandy facies (AvP = 9 per cent, AvS = 12 per cent) and it is more pronounced for S-waves than P-waves. Thus, non-invasive meso-scale seismic techniques are suited to characterize the Opalinus Clay in great detail. | en |
| dc.description.sponsorship | BMBF, 02NUK053D, Verbundprojekt iCross: Integrität von Endlagersystemen für radioaktive Abfälle - Skalenübergreifendes Systemverständnis und Systemanalyse, Teilprojekt D | |
| dc.identifier.eissn | 1365-246X | |
| dc.identifier.issn | 0956-540X | |
| dc.identifier.uri | https://depositonce.tu-berlin.de/handle/11303/17560 | |
| dc.identifier.uri | https://doi.org/10.14279/depositonce-16341 | |
| dc.language.iso | en | |
| dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | |
| dc.subject.ddc | 550 Geowissenschaften | de |
| dc.subject.other | time-series analysis | en |
| dc.subject.other | controlled source seismology | en |
| dc.subject.other | seismic anisotropy | en |
| dc.subject.other | seismic attenuation | en |
| dc.subject.other | seismic instruments | en |
| dc.subject.other | wave propagation | en |
| dc.title | Performance of high-resolution impact and vibration sources for underground seismic exploration of clay formations at the scale of a rock laboratory | en |
| dc.type | Article | |
| dc.type.version | publishedVersion | |
| dcterms.bibliographicCitation.doi | 10.1093/gji/ggac283 | |
| dcterms.bibliographicCitation.issue | 3 | |
| dcterms.bibliographicCitation.journaltitle | Geophysical Journal International | |
| dcterms.bibliographicCitation.originalpublishername | Oxford Univ. Press | |
| dcterms.bibliographicCitation.originalpublisherplace | Oxford | |
| dcterms.bibliographicCitation.pageend | 1766 | |
| dcterms.bibliographicCitation.pagestart | 1750 | |
| dcterms.bibliographicCitation.volume | 231 | |
| tub.accessrights.dnb | free | |
| tub.affiliation | Fak. 6 Planen Bauen Umwelt::Inst. Angewandte Geowissenschaften::FG Angewandte Geophysik | |
| tub.publisher.universityorinstitution | Technische Universität Berlin |