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Issue 15 (3) 2016 pp. 93–102

Magdalena Olszewska, Ryszard Coufal

OVERLOADING OF ORGANIC SOIL WITH AN EMBANKMENT, UNDER THE LANDFILL DESIGNED FOR THE STORAGE OF STRUCTURAL ELEMENTS

Keywords: modulus of compressibility for organic soils, overloading embankment, superposition method, flexible foundation
Abstract: The article attempts to determine the changes in the modulus of compressibility of consolidated organic soil on the bases of the known final settlement of the overloaded embankment and the stresses that it exerts to subsoil. The presented model is based on the principle of superposition in relation to the impact of all calculation plots, into which the embankment was divided. Basing on the theory of Boussinesq, the stresses at the embankment-subsoil contact area, and the resulting settlement were determined. On the basis of the model, the modul of compressibility for the real overloading embankment were determined.
pub/15_3_93.pdf Full text available in in Adobe Acrobat format:
http://www.architectura.actapol.net/volume15/issue3/15_3_93.pdf

For citation:

MLA Olszewska, Magdalena, and Ryszard Coufal. "OVERLOADING OF ORGANIC SOIL WITH AN EMBANKMENT, UNDER THE LANDFILL DESIGNED FOR THE STORAGE OF STRUCTURAL ELEMENTS." Acta Sci.Pol. Arch. 15.3 (2016): 93–102.
APA (2016). . Acta Sci.Pol. Arch. 15 (3), 93–102
ISO 690 OLSZEWSKA, Magdalena, COUFAL, Ryszard. OVERLOADING OF ORGANIC SOIL WITH AN EMBANKMENT, UNDER THE LANDFILL DESIGNED FOR THE STORAGE OF STRUCTURAL ELEMENTS. Acta Sci.Pol. Arch., 2016, 15.3: 93–102.
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Streszczenie w języku polskim:
http://www.architectura.actapol.net/tom15/zeszyt3/abstrakt-93.html