Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume15/issue3/15_3_3.pdf
Issue 15 (3) 2016 pp. 3–15
Stanisław Pisarczyk, Agnieszka Dąbska
ESTIMATION OF GEOTECHNICAL PARAMETERS USED FOR DETERMINING THE QUALITY OF COMPACTION OF EMBANKMENTS CONSTRUCTED FROM NON-COHESIVE SOILS
Keywords: non-cohesive soils, compaction, degree of compaction, correlation between geotechnical parameters
Abstract: The paper discusses the parameters of non-cohesive soils’ compaction and methods of their determination and the relationships between them. For sands and coarse-grained soils there are presented the relationship between the following parameters: maximum dry density of soil from compaction test (ρds) and optimum moisture (wopt) – standard and modified Proctor method, uniformity coefficient (CU), grain diameter (d10), maximum grain diameter (dmax) and weighted average grain diameter (dśr.waż.), minimum and maximum dry density of soil (ρdmin and ρdmax).
Full text available in Adobe Acrobat format:http://www.architectura.actapol.net/volume15/issue3/15_3_3.pdf
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| MLA | Pisarczyk, Stanisław, and Agnieszka Dąbska. "ESTIMATION OF GEOTECHNICAL PARAMETERS USED FOR DETERMINING THE QUALITY OF COMPACTION OF EMBANKMENTS CONSTRUCTED FROM NON-COHESIVE SOILS." Acta Sci.Pol. Architectura 15.3 (2016): 3–15. |
| APA | Pisarczyk S. and Dąbska A. (2016). ESTIMATION OF GEOTECHNICAL PARAMETERS USED FOR DETERMINING THE QUALITY OF COMPACTION OF EMBANKMENTS CONSTRUCTED FROM NON-COHESIVE SOILS. Acta Sci.Pol. Architectura, 15 (3), 3–15 |
| ISO 690 | Pisarczyk, Stanisław, Dąbska, Agnieszka. ESTIMATION OF GEOTECHNICAL PARAMETERS USED FOR DETERMINING THE QUALITY OF COMPACTION OF EMBANKMENTS CONSTRUCTED FROM NON-COHESIVE SOILS. Acta Sci.Pol. Architectura, 2016, 15.3: 3–15. |
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