Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume5/issue2/5_2_45.pdf
Issue 5 (2) 2006 pp. 45–54
Dariusz Wojtasik, Zygmunt Krzywosz
EVALUATION OF SOIL-NONWOVEN GEOTEXTILE SYSTEM BEHAVIOUR USING GRADIENT RATIO TEST
Keywords: nonwoven geotextiles, geotextiles, clogging, gradient ratio soil-geotextile system (GR), soil gradient ratio (SGR)
Abstract: The paper presents the scheme of modifed apparatus to test the local hydraulic gradient in soil-geotextile system according to ASTM D 5101. Based on the test results, gradient ratio in soil-nonwoven geotextile and gradient ratio in soil for internal unstable slightly clayey sands and nonwoven geotextile K-500 during fltration process under total hydraulic gradients i = 1–10 was carried out. The test results were analyzed for evaluation of using the nonwoven geotextile as a fltration layer according to clogging criteria, presented by Haliburton and Wood (1982).The analysis of tests ’ results showed, that nonwoven geotextile could be flter for protected internal unstable soils with no more than 27% fnes contents.
Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume5/issue2/5_2_45.pdf
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| MLA | Wojtasik, Dariusz, and Zygmunt Krzywosz. "EVALUATION OF SOIL-NONWOVEN GEOTEXTILE SYSTEM BEHAVIOUR USING GRADIENT RATIO TEST." Acta Sci.Pol. Architectura 5.2 (2006): 45–54. |
| APA | Wojtasik D. and Krzywosz Z. (2006). EVALUATION OF SOIL-NONWOVEN GEOTEXTILE SYSTEM BEHAVIOUR USING GRADIENT RATIO TEST. Acta Sci.Pol. Architectura, 5 (2), 45–54 |
| ISO 690 | Wojtasik, Dariusz, Krzywosz, Zygmunt. EVALUATION OF SOIL-NONWOVEN GEOTEXTILE SYSTEM BEHAVIOUR USING GRADIENT RATIO TEST. Acta Sci.Pol. Architectura, 2006, 5.2: 45–54. |
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