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Issue 13 (3) 2014 pp. 43–54

Andrzej Gruchot, Eugeniusz Zawisza

GEOTECHNICAL CONDITIONS FOR FOUNDATION OF THE BUILDINGS CONNECTED WITH THE EXPANSION OF THE BUILDING D OF UNIVERSITY OF AGRICULTURE 116 BALICKA STREET IN KRAKOW

Keywords: building foundation, ultimate resistance of the foundation subsoil
Abstract: The paper presents tests results of the geotechnical conditions for foundation of the building D of University of Agriculture in Kraków, 116 Balicka Street, which were made because of its planned extension by two adjacent buildings – from the north (A) and south (B). The study showed that the building D is built on a 0.6 m width concrete continuous footing without offsets, within the layer of silty sand. Foundation of both newly designed buildings on continuous footings of 0.60 m width at a depth of 1.20 m (building B) and 1.40 m (building A) in a layer of silty sands was proposed. The calculations showed a high load-bearing capacity of the ground. For design purposes it is proposed to use the ultimate resistance obtained from calculations made according to Eurocode 7.
pub/13_3_43.pdf Full text available in in Adobe Acrobat format:
http://www.formatiocircumiectus.actapol.net/volume13/issue3/13_3_43.pdf

For citation:

MLA Gruchot, Andrzej, and Eugeniusz Zawisza. "GEOTECHNICAL CONDITIONS FOR FOUNDATION OF THE BUILDINGS CONNECTED WITH THE EXPANSION OF THE BUILDING D OF UNIVERSITY OF AGRICULTURE 116 BALICKA STREET IN KRAKOW." Acta Sci.Pol. Form. Cir. 13.3 (2014): 43–54.
APA (2014). . Acta Sci.Pol. Form. Cir. 13 (3), 43–54
ISO 690 GRUCHOT, Andrzej, ZAWISZA, Eugeniusz. GEOTECHNICAL CONDITIONS FOR FOUNDATION OF THE BUILDINGS CONNECTED WITH THE EXPANSION OF THE BUILDING D OF UNIVERSITY OF AGRICULTURE 116 BALICKA STREET IN KRAKOW. Acta Sci.Pol. Form. Cir., 2014, 13.3: 43–54.
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Streszczenie w języku polskim:
http://www.formatiocircumiectus.actapol.net/tom13/zeszyt3/abstrakt-43.html