Pub Date : 2024-07-29DOI: 10.1007/s12040-024-02365-5
Mohammed Sultan Alshayef, A P Pradeepkumar
Deciphering geological phenomena, including planetary evolution, is accomplished by studying Earth’s impact craters. An attempt has been made to identify the buried lineament anomalies using multisensor satellite data in the Aorounga impact structure in Chad, Africa. In order to improve the visibility of buried lineaments, interferometric synthetic aperture radar (InSAR) coherence, backscatter coefficient, land surface temperature (LST), and digital elevation model (DEM) were processed. The analysis of InSAR coherence data reveals that coherence values are low to moderate in disparate regions encompassed by dune systems with rocks and higher in monotonous areas like dynamic dunes and fractured rock exposures. The results show that backscattering coefficient values of VV and VH polarization decreased in buried lineament regions covered by dunes, whereas high backscattering is experienced in regions encompassed by rocks. It was observed that nighttime has the highest LST in the linear features, whereas daytime LST is found to be low in buried lineaments regions. Thus, in this study, the backscatter coefficient of VH and VV polarization and DEM give promising interpretations to other methods for identifying buried lineament features. The study has demonstrated the potential of multisensor satellite data for identifying buried lineament anomalies that could be potential sources of groundwater, minerals, and hydrothermal activity. These anomalies may also be indicators of tectonic and structural activities.
{"title":"Multisensor satellite data for deciphering buried lineament anomalies in Aorounga impact structure, Chad, Africa","authors":"Mohammed Sultan Alshayef, A P Pradeepkumar","doi":"10.1007/s12040-024-02365-5","DOIUrl":"https://doi.org/10.1007/s12040-024-02365-5","url":null,"abstract":"<p>Deciphering geological phenomena, including planetary evolution, is accomplished by studying Earth’s impact craters. An attempt has been made to identify the buried lineament anomalies using multisensor satellite data in the Aorounga impact structure in Chad, Africa. In order to improve the visibility of buried lineaments, interferometric synthetic aperture radar (InSAR) coherence, backscatter coefficient, land surface temperature (LST), and digital elevation model (DEM) were processed. The analysis of InSAR coherence data reveals that coherence values are low to moderate in disparate regions encompassed by dune systems with rocks and higher in monotonous areas like dynamic dunes and fractured rock exposures. The results show that backscattering coefficient values of VV and VH polarization decreased in buried lineament regions covered by dunes, whereas high backscattering is experienced in regions encompassed by rocks. It was observed that nighttime has the highest LST in the linear features, whereas daytime LST is found to be low in buried lineaments regions. Thus, in this study, the backscatter coefficient of VH and VV polarization and DEM give promising interpretations to other methods for identifying buried lineament features. The study has demonstrated the potential of multisensor satellite data for identifying buried lineament anomalies that could be potential sources of groundwater, minerals, and hydrothermal activity. These anomalies may also be indicators of tectonic and structural activities.</p>","PeriodicalId":15609,"journal":{"name":"Journal of Earth System Science","volume":"44 1","pages":""},"PeriodicalIF":1.9,"publicationDate":"2024-07-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141869561","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-07-29DOI: 10.1007/s12040-024-02342-y
V K Kota, A Juneja, R K Bajpai, P Srivastava, G Prabhakar
Abstract
The stability of tunnels in jointed rock masses can be compromised by seismic activity, making it important to understand the characteristics of waves and rock joints. This study investigates the dynamic response of two intersecting tunnels under varying input wavelength and amplitude and the influence of joint density and stiffness on their behaviour using the DEM–DFN approach. A discrete fracture network (DFN) interlay was incorporated into a distinct element method (DEM) model domain to simulate weak zones in rock masses. Analysis shows that higher fracture density reduces shear stress near the DFN interlay, while joint stiffness affects wave transmission, causing a significant drop in shear stress upon wave entry. The increase in joint density and change in interlay thickness intensified the amplification of reflected waves, resulting in wave interference and reduction in transmission waves. For tunnel intersections within the DFN interlay, the larger of the two tunnels, or the main tunnel, experienced substantial deformation when peak ground velocity (PGV) was between 0.05 and 0.25 m/s, while the smaller or access tunnel exhibited maximum displacement only when PGV exceeded this range. Amplification of waves was significant when the ratio of wavelength to tunnel diameter (λ/D) was 10, while λ/D > 75 produced a response similar to uniform quasi-static loading. Tunnel joints with stiffness exceeding 100 GPa/m experienced substantially lower deformations, while those with higher fracture volumetric intensity (P32 = 2 m2/m3) led to reduced wave propagation. The size of the intersection also influenced the deformation of both tunnels, with larger intersections resulting in greater deformation.