Subsidence measurements in roads and implementation in land use plan optimisation in areas affected by deep coal mining

Lamich, David; Marschalko, Marián; Yilmaz, Işık; Bednářová, Petra; Niemiec, Dominik; Kubečka, Karel; Mikulenka, Václav

doi:10.1007/s12665-015-4933-2

Cited by 21 publications

(16 citation statements)

References 12 publications

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“…The calculation was divided into several phases for detailed consideration during the construction of the embankment and its subsequent consolidation, with intervals of phases corresponding with the actual progress of work. For direct comparison of modelling output with data obtained from geotechnical monitoring, values of calculated deformation were subtracted directly from the model at places of inclinometer borehole and surveying marks (Lamich, 2016 Table 3. The parameters of the embankment materials (continue)…”

Section: Simulation Of Results Of Geotechnical Monitoringmentioning

confidence: 99%

“…Two profiles situated at the highest point of the embankment were equipped with one inclinometer and one 3D inclinometer borehole (Segalini, 2015) designed for measurement of horizontal, as well as vertical displacements. New development in monitoring of slopes deformations offer to install inclinometers, which are enough precise and doesn't required special instrumentation (Das, 2014;Chebeň, 2015;Lamich, 2016;Yilmaz, 2014;Zgútová, 2012).…”

Section: Geotechnical Monitoringmentioning

confidence: 99%

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Importance of Results Obtained from Geotechnical Monitoring for Evaluation of Reinforced Soil Structure – Case Study

Drusa

Vlček

2016

Journal of Applied Engineering Sciences

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In the case of realized geotechnical monitoring (GTM) of reinforced retaining wall in difficult geological conditions is demonstrated the important role at realisation of transport infrastructures, which are often realized in insufficient quality due to inappropriate geotechnical parameters from survey works or not fitted well design of structure at certain conditions. This can result in large deformations of structure, or losing stability or structure life-time is very limited and remediation work is complicated and expensive. There was built on the modernized railway line Bratislava – Trenčín, closed to Zlatovce, overpass and connected road embankments on the route of first class I/61. Structure was designed as a bridge over the railway track before the northern portal of the railway tunnel Turecký vrch was open. A part of the embankment and overpass was a retaining wall reinforced by geosynthetics. The results of the geotechnical monitoring of this wall were afterwards simulated using finite element method (FEM) and results of this comparison are the scope of this article.

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Section: Simulation Of Results Of Geotechnical Monitoringmentioning

confidence: 99%

Section: Geotechnical Monitoringmentioning

confidence: 99%

Importance of Results Obtained from Geotechnical Monitoring for Evaluation of Reinforced Soil Structure – Case Study

Drusa

Vlček

2016

Journal of Applied Engineering Sciences

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“…is condition leads to overlying strata bending and breaking, which result in surface subsidence. Surface subsidence can lead to damage of infrastructures, buildings, roads, and drainage systems [4]. Statistical data have shown that the mining subsidence area in China is around 6 × 10 3 km 2 and the mining subsidence area expands by approximately 240 km 2 annually [5].…”

Section: Introductionmentioning

confidence: 99%

Research on the Stability Evaluation Model of Composite Support Pillar in Backfill-Strip Mining

Zhu

Guo

Liu

et al. 2020

Mathematical Problems in Engineering

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Backfill-strip mining, which combines the advantages of strip mining and backfill mining, is proposed to overcome high cost and shortage of filling materials in coal mines at present. The composite support pillar (CSP) is a combined support pillar of the filling body and coal pillar for supporting the overlying strata and achieving subsidence control. The stability of CSP is the key to the success of subsidence control in backfill-strip mining engineering. A stability evaluation model of the CSP mechanical model was proposed. First, the lateral stress between the coal pillar and filling body is calculated in consideration of their interaction relation in CSP based on the earth pressure theory. Then, the width calculation models of the broken and plastic zones of three types of CSPs are established on the basis of limit equilibrium theory. On this basis, the mathematical model of the safety design width of the three types of CSPs is proposed to ensure the stability of CSP. Meanwhile, an engineering case of stability width design of CSP is shown. This study can provide theoretical reference and technical support for the engineering design of backfill-strip mining.

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“…Landscape transformations, land surface deformations and pollutant emissions are among the undesirable effects observed in such areas as road-or construction-related infrastructure and human health. They also have a negative influence on the comfort of life experienced by local inhabitants [2][3][4][5]. Companies, especially those engaged in activities consistent with the objectives of sustainable development (listed in [6] the 2030 Agenda for Sustainable Development), make efforts at minimizing this negative influence and undertake actions to compensate for the losses and inconveniences to various groups of stakeholders (both internal and external).…”

Section: Introductionmentioning

confidence: 99%

Sustainable Social and Environmental Evaluation of Post-Industrial Facilities in a Closed Loop Perspective in Coal-Mining Areas in Poland

2020

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The article discusses issues related to the circular economy ideas applied to post-industrial facilities and infrastructure in Polish coal-mining areas. The aim of the article is to indicate directions for sustainability-oriented actions on reusing the remnants of closed mining plants and reshaping the areas which will be transformed under the just transition principles. For this purpose, the article reviews the terminology related to inventories of such facilities and their classification, and also indicates some locations of such facilities. The authors discuss the problem of legal regulations related to the process of closing a mining plant in Poland and also to EU guidelines on the allocation of financial resources from the Just Transition Fund (addressing the EU coal industry, climate change and the potential for clean energy solutions). This research aims at reviewing current research on the above aspects and at raising the problem of managing post-industrial facilities in light of their discontinued function due to mine closure. The article offers a preliminary diagnosis of the scale of research required to investigate the above problems in the view of the expected coal-exit in the Polish economy.

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Subsidence measurements in roads and implementation in land use plan optimisation in areas affected by deep coal mining

Cited by 21 publications

References 12 publications

Importance of Results Obtained from Geotechnical Monitoring for Evaluation of Reinforced Soil Structure – Case Study

Importance of Results Obtained from Geotechnical Monitoring for Evaluation of Reinforced Soil Structure – Case Study

Research on the Stability Evaluation Model of Composite Support Pillar in Backfill-Strip Mining

Sustainable Social and Environmental Evaluation of Post-Industrial Facilities in a Closed Loop Perspective in Coal-Mining Areas in Poland

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