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Compaction- and strength properties of stabilised and unstabilised fine-grained tills. Diss
Responsible organisation
2004 (English)Report (Other academic)
Abstract [en]

(1) Methodology; (2) Fine-grained tills; (3) Binders; (4) Stabilisation - modification; (5) Laboratory- and field tests; ( 6) Results and discussion; Appendices: (1) Evaluation of binder quantity by statistical methods; (2) Central Composite Design (CCD); (3) Box-Behnken Design (BBD); (4) Evaluation of binder type; (5) Simplex design

Place, publisher, year, edition, pages
Lund, 2004. , p. 338
Series
SGI Report, ISSN 0348-0755 ; 66
Keywords [en]
Boulder clay, Compaction, Soil stabilization, Lime, Cement, Slag, Fly ash, MCV, Water content, Shear strength, Frost action, Freeze-thaw test, Laboratory test, Field test, Bibliography, Thesis, English
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:swedgeo:diva-218Local ID: 000060654OAI: oai:DiVA.org:swedgeo-218DiVA, id: diva2:1299984
Available from: 2019-03-28 Created: 2019-03-28 Last updated: 2019-11-04

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Geotechnical Engineering

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CiteExportLink to record
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Citation style
  • apa
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Language
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Output format
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