<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>Often, excavations of natural slopes are necessary in the site area for the construction of civil or industrial objectives. The execution of such works requires special attention, from the design phase, regarding the stability of the slope in the initial state, but also after excavation and identification, if necessary, of technical solutions to increase the stability reserve, thus ensuring the security during the execution of works but also of future constructions. Such a situation was encountered in the case of Anina Wastewater Treatment Plant (WWTP), when, in the absence of proper investigations of the slope to be excavated, there was a landslide that interrupted the site activities, and which, to some extent, jeopardized the objectives already built. In this context, at the level of 2015, slope stabilization works were designed and executed, works that proved to be insufficient. In 2021, it was necessary to conduct a new stability study in order to analyze the possibilities of continuing the construction of the treatment plant. This paper presents the results obtained during this study, as well as a series of conclusions and interpretations, regarding the technical condition of the slope in different hypotheses.</p>
</abstract>

Often, excavations of natural slopes are necessary in the site area for the construction of civil or industrial objectives. The execution of such works requires special attention, from the design phase, regarding the stability of the slope in the initial state, but also after excavation and identification, if necessary, of technical solutions to increase the stability reserve, thus ensuring the security during the execution of works but also of future constructions. Such a situation was encountered in the case of Anina Wastewater Treatment Plant (WWTP), when, in the absence of proper investigations of the slope to be excavated, there was a landslide that interrupted the site activities, and which, to some extent, jeopardized the objectives already built. In this context, at the level of 2015, slope stabilization works were designed and executed, works that proved to be insufficient. In 2021, it was necessary to conduct a new stability study in order to analyze the possibilities of continuing the construction of the treatment plant. This paper presents the results obtained during this study, as well as a series of conclusions and interpretations, regarding the technical condition of the slope in different hypotheses.

Investigations on the Stability of the Right Slope in the Area of Anina Wastewater Treatment Plant

Department of Environmental Engineering and Geology

Department of Mining Engineering, Surveying and Constructions

Mining Revue

This work is licensed under the Creative Commons Attribution-ShareAlike 4.0 International License.

Often, excavations of natural slopes are necessary in the site area for the construction of civil or industrial objectives. The execution of such works...

Investigations on the Stability of the Right Slope in the Area of Anina Wastewater Treatment Plant

Publicado en línea: 01 ene 2022

Páginas: 7 - 18

DOI: https://doi.org/10.2478/minrv-2021-0030

Palabras clave
consequent slide, stability, polygonal surface, right slope

© 2021 Samir Mezani et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-ShareAlike 4.0 International License.

Investigations on the Stability of the Right Slope in the Area of Anina Wastewater Treatment Plant

Publicado en línea: 01 ene 2022

Páginas: 7 - 18

DOI: https://doi.org/10.2478/minrv-2021-0030

Palabras claveconsequent slide, stability, polygonal surface, right slope

© 2021 Samir Mezani et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-ShareAlike 4.0 International License.

Palabras clave
consequent slide, stability, polygonal surface, right slope