MCV and shear strength of compacted fine-grained tills

Per Lindh

Research output: Chapter in Book/Report/Conference proceedingPaper in conference proceedingpeer-review

Abstract

Compaction and shear strength tests have been performed on different compacted fine-grained tills. The results show that the water sensitivity of the soil is not only dependent on particle size but also on the soil's chemical composition. Comparisons between modified Proctor and the moisture condition value (MCV) show similarities between the optimum moisture content despite the differences in compaction methods. Correlations have also been established between MCV and c(u) for the tested soils. The regression models make a fairly good basis for modelling the shear strength, based on specimens produced by the moisture condition apparatus (MCA). Further more, the ageing effect on shear strength has been studied for two different soils.
Original languageEnglish
Title of host publicationProceedings of the Twelfth Asian Regional Conference Soil Mechanics and Geotechnical Engineering, vol 1 and 2
PublisherWorld Scientific Publishing
Pages493-496
ISBN (Print)981-270-303-9
Publication statusPublished - 2003
Event12th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (12ARC) - Singapore, Singapore
Duration: 2003 Aug 42003 Aug 8

Conference

Conference12th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (12ARC)
Country/TerritorySingapore
CitySingapore
Period2003/08/042003/08/08

Subject classification (UKÄ)

  • Environmental Analysis and Construction Information Technology

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