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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).
pub/15_3_3.pdf Full text available in in Adobe Acrobat format:
http://www.architectura.actapol.net/volume15/issue3/15_3_3.pdf

For citation:

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. Arch. 15.3 (2016): 3–15.
APA (2016). . Acta Sci.Pol. Arch. 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. Arch., 2016, 15.3: 3–15.
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Streszczenie w języku polskim:
http://www.architectura.actapol.net/tom15/zeszyt3/abstrakt-3.html