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Issue 15 (3) 2016 pp. 81–91

Maciej Zalewski, Katarzyna Zabielska-Adamska

FOUNDATION PAD REINFORCED BY GEOSYNTHETICS

Keywords: shallow soft soil replacement, organic subgrade, foundation pad, geosynthetic reinforcement
Abstract: The influence of the foundation pad reinforcement on bearing capacity and stiffness increasing was described in the paper. The procedure of designing the reinforced foundation pad according to EBGEO was given. The calculations for chosen strip foundation of a two-storey administration building, constructed on organic ground with thickness of 3 m, were shown. Pads with different width, determined by the value of stress distribution angle β = 0°, 30° and 45°, reinforced by four layers of geogrid were designed based on EBGEO. Foundation pad reinforcement affects the subgrade bearing capacity, and the impact is the greatest in the case of pad with width equalled to strip foundation width. The stiffness pad increase, calculated according to EBGEO, is mainly due to pad loading and strength of the geosynthetics.
pub/15_3_81.pdf Full text available in in Adobe Acrobat format:
http://www.architectura.actapol.net/volume15/issue3/15_3_81.pdf

For citation:

MLA Zalewski, Maciej, and Katarzyna Zabielska-Adamska. "FOUNDATION PAD REINFORCED BY GEOSYNTHETICS." Acta Sci.Pol. Arch. 15.3 (2016): 81–91.
APA (2016). . Acta Sci.Pol. Arch. 15 (3), 81–91
ISO 690 ZALEWSKI, Maciej, ZABIELSKA-ADAMSKA, Katarzyna. FOUNDATION PAD REINFORCED BY GEOSYNTHETICS. Acta Sci.Pol. Arch., 2016, 15.3: 81–91.
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Streszczenie w języku polskim:
http://www.architectura.actapol.net/tom15/zeszyt3/abstrakt-81.html