Experimental investigation on compaction and Atterberg limits characteristics of soils: Aspects of clay content using artificial mixtures

The influence of different proportions of clay minerals on the moisture density relationship and index properties of clay soils are not clearly understood because of the different factors that come into play in natural soil formation. This study used 11 different remolded samples prepared by combini...

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Vydáno v:	KSCE Journal of Civil Engineering Ročník 21; číslo 2; s. 546 - 553
Hlavní autoři:	Zhang, Kunyong, Frederick, Charkley Nai
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Seoul Korean Society of Civil Engineers 01.02.2017 Springer Nature B.V 대한토목학회
Témata:	Atterberg limits Civil Engineering Clay Clay liners Clay minerals Clay soils Compacted soils Compaction Cone penetration tests Density Design Optimization and Applications in Civil Engineering Dry density Dry weight Drying Engineering Equations Geotechnical Engineering & Applied Earth Sciences Industrial Pollution Prevention Kaolinite Liquid limits Mathematical analysis Minerals Mixtures Moisture Moisture content Moisture density Moisture density relations Montmorillonite Montmorillonites Plastic limit Plasticity Plasticity index Soil Soil compaction Soil formation Soil moisture Soil properties Soils Water content 토목공학 maximum dry density atterberg limit optimum moisture content clay
ISSN:	1226-7988, 1976-3808
On-line přístup:	Získat plný text
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