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

Author:

Kuklík Pavel1,Susanti Evi1,Valek Martin V.1

Affiliation:

1. CTU in Prague

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.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference8 articles.

1. B. Prokop, J. T. Kotalik and P. Suva, Broumov Group of Churches – Guide to Czech Baroque in the Landscape of Sandstone Rocks, Vernerovice: Modry Andel, (2007).

2. M. Ramesh, Analysis of Lusitanian Timber Framed Walls with Shallow Foundations, Prague: Czech Technical University in Prague, (2016).

3. P. Kuklík, Preconsolidation, Structural Strength of soil, and its effect on subsoil upper structure interaction, In: Engineering Structures, vol. 33, no. 4, pp.1195-1204, 2011. ISSN 0141-0296.

4. G. Facelli, P. Kuklik, Insufficient Maintenance an Achilles Heel of the Broumov Group of Churches, Advanced Materials Research, Vol. 1122, pp.261-264, (2015).

5. E. Susanti, Numerical evaluation of the bearing capacity of the All Saints Church walls in Broumov, CR, Prague: Czech Technical University in Prague, (2017).

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