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RECONSTUCTION OF THE HISTORICAL BUILDING FOKSAL 13 AND 15 IN WARSAW
Author(s) -
Tomáš Ředina
Publication year - 2019
Publication title -
acta polytechnica ctu proceedings
Language(s) - English
Resource type - Journals
ISSN - 2336-5382
DOI - 10.14311/app.2019.23.0044
Subject(s) - foundation (evidence) , engineering , load bearing , civil engineering , geotechnical engineering , bearing capacity , forensic engineering , construction engineering , architectural engineering , structural engineering , archaeology , history
We were asked to design geotechnical structures to enable reconstruction of historical buildings. Buildings have to meet current standards so load bearing capacity had to be increased and underground garages can be built. A description of the securing construction pit is described below as well as the design of the deep foundation. The construction pit was secured by jet-grouting columns with struts and soil nails. Parts of the walls were underpinned by micropile trestles. Jet-grouting columns were also used for the deep foundation of existing walls.

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