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

Pavel Kuklík; Evi Susanti; Martin V. Valek

doi:10.4028/www.scientific.net/KEM.776.207

Paper Titles

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

Reliability Assessment of Lateral Halls of Svijanska Arena
p.215

HomeKey Engineering MaterialsKey Engineering Materials Vol. 776Degradation of Foundations and Foundation’s...

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

Abstract:

The paper shows numerical investigation of decay and damage appearing in the All Saints church, which was selected from the Broumov group of churches. The study has been started off by summary of findings from preliminary historical, geotechnical background studies. Several conclusions of possible sources of decay and damage of the church were made. The most important sources include presence of moisture and possible differential soil settlement as a result of uneven deterioration of subsoil. In order to investigate the extent of damage series of FEM modeling was employed.

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Periodical:

Key Engineering Materials (Volume 776)

Pages:

207-214

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.776.207

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Online since:

August 2018

Authors:

Pavel Kuklík*, Evi Susanti, Martin V. Valek

Keywords:

FEM, Nonlinear Behavior, Nonlinear Fracture Mechanics, Plain Strain, Plain Stress, Simple Compression Test, Transversal Tension Limit

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