Monitoring of heat transmission from buildings into geological environment and evaluation of soil deformation consequences in foundation engineering

Yilmaz, Işık; Marschalko, Marián; Lamich, David; Drusa, Marián; Machačík, Jiří; Heviánková, Silvie; Kyncl, Miroslav; Lacková, Eva; Bestová, Iva; Krčmář, David; Stutz, Egon; Bednařík, Martin

doi:10.1007/s12665-014-3200-2

Cited by 11 publications

(3 citation statements)

References 32 publications

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“…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%

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: 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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“…Vol. 0, Issue 0, 3D models in cooperation with the research of experts engaged in the restoration of monuments [10,11], their technical [12][13][14] and environmental [15][16][17] protection, make a significant contribution to the preservation of Slovakia's historical heritage. Every activity in human society has some quality and form of legal regulation.…”

Section: Introductionmentioning

confidence: 99%

3D Model of Hricov Castle Enhanced by Real Textures

Cesnek

Decký

Piry

et al. 2022

Civil and Environmental Engineering

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The authors present the law protection of cultural monuments in the Slovak Republic and the outputs of an interesting case study, more specifically the creation of a 3D model with real textures of Hricov Castle, which was created in 2019 with additional improvements done in 2022. Ruins of Hricov Castle are located in the village of Hricovske Podhradie, 15 km from Zilina. For model creation, devices obtained within the project of the Broker centre of air transport for the transfers of technology and knowledge into transport and transport infrastructure was used. The 3D model of Hricov Castle created by team leader Tomas Cesnek currently presents one of the most realistic Slovak digital 3D models created by laser scanning technology. This model will be a part of the permanent exhibition of Hricov Castle in the historical toll building from 1556 in Dolny Hricov, Slovakia, the reconstruction of which is ensured by the members The Association of Friends of Hricov Castle. Model creation methodology and the use of special textures should be used to produce more realistic laser scan 3D models.

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“…The main feature of probabilistic methods is the ability to express variability of input variables in probabilistic form such as histograms. Histograms can be calculated based on the measurement and monitoring, often with long term duration [11,14,20]. Unlike the currently valid normative approaches based on a deterministic concept of input variables, then probabilistic methods lead to a qualitatively higher level of reliability assessment and design of building objects.…”

Section: Introductionmentioning

confidence: 99%

Surface Condensation Assessment Using Probabilistic Calculation

Zdražilová

Krejsa

2015

AMR

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This paper deals with the use of probabilistic methods in the reliability assessment of water vapor condensation on the building structures surface. To calculate the resulting probability of failure it was used original and newly developed Direct Optimized Probabilistic Calculation – DOProC method, which has been successfully applied in the software system ProbCalc. To solve this probabilistic computation tasks, this would appear to be very effective and accurate. When calculating the resulting probability of failure there was also taken into account the statistical dependence of the random input variables, which were expressed probabilistically based on long-term monitoring of the assessed building.

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Monitoring of heat transmission from buildings into geological environment and evaluation of soil deformation consequences in foundation engineering

Cited by 11 publications

References 32 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

3D Model of Hricov Castle Enhanced by Real Textures

Surface Condensation Assessment Using Probabilistic Calculation

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