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Issue 14 (1) 2015 pp. 15–27

Edyta Majer, Tomasz Białobrzeski

DETERMINATION OF THE COEFFICIENT OF CONSOLIDATION (CV) BY USING IL AND CL METHODS, ON THE EXAMPLE OF THE ORGANIC SOILS

Keywords: organic soils, coefficient of consolidation, oedometer test, incremental loading test IL, continuous loading test CL
Abstract: The article presents the results of oedometer test (IL – incremental loading) and consolidation test (CL – continuous loading) on the examples of sandy and clayey organic mud, which were made to estimate the coefficient of consolidation (cv). According to Leonards and Girault classification, the different types of consolidation curve were analyzed. The results of cv from three methods were compared. The coefficients of consolidation from IL test were determined by Taylor and “quasi-constans section” method, however cv were determined from CL test by Dobak’s method which is related with pore water pressure parameter CCL and relative time of consolidation TCL.
pub/14_1_15.pdf Full text available in in Adobe Acrobat format:
http://www.architectura.actapol.net/volume14/issue1/14_1_15.pdf

For citation:

MLA Majer, Edyta, and Tomasz Białobrzeski. "DETERMINATION OF THE COEFFICIENT OF CONSOLIDATION (CV) BY USING IL AND CL METHODS, ON THE EXAMPLE OF THE ORGANIC SOILS." Acta Sci.Pol. Arch. 14.1 (2015): 15–27.
APA (2015). . Acta Sci.Pol. Arch. 14 (1), 15–27
ISO 690 MAJER, Edyta, BIAłOBRZESKI, Tomasz. DETERMINATION OF THE COEFFICIENT OF CONSOLIDATION (CV) BY USING IL AND CL METHODS, ON THE EXAMPLE OF THE ORGANIC SOILS. Acta Sci.Pol. Arch., 2015, 14.1: 15–27.
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Streszczenie w języku polskim:
http://www.architectura.actapol.net/tom14/zeszyt1/abstrakt-15.html