Observation Method in the Control of Stacker Capacity Under Landslide Hazard – A Case Study
Miłosz Bąk
PGE Górnictwo i Energetyka Konwencjonalna S.A., Turów Coal MineBogatynia, Poland
Orcid profileSearch for this author on
and Irena Bagińska
Faculty of Civil Engineering, Wrocław University of Science and TechnologyWrocław, Poland
Orcid profileSearch for this author on
Jul 27, 2022
About this article
Article Category: Original Study
Published Online: Jul 27, 2022
Page range: 239 - 251
Received: Nov 08, 2021
Accepted: May 25, 2022
DOI: https://doi.org/10.2478/sgem-2022-0013
Keywords
© 2022 Miłosz Bąk et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.
Figure 1
Figure 2
Figure 3
Figure 4
Figure 5
Figure 6
Figure 7
Figure 8
Examples of factors indicating the geotechnical conditions_
| Subsurface displacement monitoring | Displacement value (mm) |
| Displacement increment speed (mm/day) | |
| Deformation depth (m) | |
| Deformation character | |
| Pore-water pressure monitoring | Pore-water pressure value (bar) |
| Pressure increment speed (bar/day) | |
| Sensor installation depth (m b.g.l.) | |
| Temperature (°C) | |
| Surface displacement monitoring | Horizontal displacement value (mm) |
| Benchmark subsidence value (mm) | |
| Displacement increment speed (mm/day) | |
| Displacement azimuth (°) | |
| Soil subsidence monitoring | Subsidence value (mm) |
| Deformation increment speed (mm/day) | |
| Groundwater table monitoring | Groundwater table depth (cm) |
| Groundwater table depth differences in successive measurements (cm) | |
| Visual changes on slope surfaces | |
| Rate of changes |