Many historical buildings of the historic city of Venice are founded on short and closely spaced wooden piles used to improve the shallowest layers of very soft silty clay. Some recent evidences have shown that anaerobic bacteria may, in some cases, seriously deteriorate these piles even in anoxic conditions, significantly reducing wood stiffness and strength therefore providing a possible explanation of some observed building settlements. To investigate the effect of such degradation on the overall foundation mechanical response, a series of finite element analyses has been carried out, coupling the wood decay with creeping response of surrounding clayey soil. The model is applied to simulate, along with centuries, the response of the foundations of the ancient Church of Santa Maria Maggiore, that showed important displacements of the external masonry walls.

Long-term mechanical behavior of wooden pile foundation in Venice

CECCATO, FRANCESCA;SIMONINI, PAOLO;
2013

Abstract

Many historical buildings of the historic city of Venice are founded on short and closely spaced wooden piles used to improve the shallowest layers of very soft silty clay. Some recent evidences have shown that anaerobic bacteria may, in some cases, seriously deteriorate these piles even in anoxic conditions, significantly reducing wood stiffness and strength therefore providing a possible explanation of some observed building settlements. To investigate the effect of such degradation on the overall foundation mechanical response, a series of finite element analyses has been carried out, coupling the wood decay with creeping response of surrounding clayey soil. The model is applied to simulate, along with centuries, the response of the foundations of the ancient Church of Santa Maria Maggiore, that showed important displacements of the external masonry walls.
2013
Proceedings of the 2nd international symposium on geotechnical engineering for the preservation of monuments and historic cities
978-113800055-1
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11577/3196449
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