Failures on Historical Buildings as a Result of Deterioration of the Foundations and the Subsoil

Jan Záleský; Kateřina Kovářová

doi:10.4028/www.scientific.net/KEM.776.185

Paper Titles

Methodology for Determination of the Requirement of Repair of External Facades of ETICS due to the Occurrence of Microorganisms
p.153

Mechanical Fracture Parameters of Extruded Polystyrene
p.160

Contribution to Solving the Damp Masonry of the Romanesque Church
p.167

The Church Microclimate Monitoring
p.177

Failures on Historical Buildings as a Result of Deterioration of the Foundations and the Subsoil
p.185

Rehabilitation of Historical Drainage and Ventilation System in the Prague Castle Area
p.191

The Plecnik´s Reconstructed Footbridge at Prague Castle, Eleven Years after
p.197

Technology of 3D Print in Field of Renovation of Architectural Structures and Historical Buildings
p.201

Degradation of Foundations and Foundation’s Structures Achilles’ Heel of the All Saints Church from the Broumov Group
p.207

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Failures on Historical Buildings as a Result of Deterioration of the Foundations and the Subsoil

Abstract:

Abstract: The paper is focused on a system of investigation of hidden parts of historical buildings as footing masonry and subsoil affecting significantly their technical conditions and stability. These impacts are mostly difficult to identify in time and there are often indirect producing differential settlement resulting in development of systems of cracks in the building masonry. Reliable analysis of the building supporting system shall precede any remedial actions or reconstructions. If the demonstration of the above negative impacts on the building becomes visible, it can indicate our late entry in to solving the problems with deterioration of the foundation system. Investigation boring and instrumentation of boreholes for high accuracy 3D displacement monitoring with local levelling system is presented in the paper illustrated by an example of one baroque church of the Broumov group of churches. This activity was followed by analyses of building stones and determination of degree of the footing masonry and subsoil deterioration together with careful input data for numeric modelling estimation.

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Periodical:

Key Engineering Materials (Volume 776)

Pages:

185-190

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.776.185

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Online since:

August 2018

Authors:

Jan Záleský*, Kateřina Kovářová

Keywords:

Analysis, Baroque Church, Deterioration, Failure, Levelling, Monitoring, Reconstruction, Subsoil

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