Shear strength and compressibility behaviour of lime-treated organic clay View Full Text


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Article Info

DATE

2015-11-30

AUTHORS

Nor Zurairahetty Mohd Yunus, Dariusz Wanatowski, Norhidayah Abdul Hassan, Aminaton Marto

ABSTRACT

Apart from strength characteristics, a review of studies on the compressibility of lime-treated soils is equally important that influenced the stability of soil structures. Due to the fact that no study has been carried out, an investigation on the effects of humic acid on strength and compressibility behaviour of lime-stabilised organic clay is presented in this paper. Unconfined Compressive Strength (UCS) and oedometer tests were carried out at different curing periods of 7, 28 and 90 days. Consolidation data was analysed in terms of changes in void ratio (e), volumetric strain (ε1), compression index (Cc), and coefficient of consolidation (cv) which defines a soil’s compressibility. The results showed a similar behaviour when compared to both tests. It can be conclude that the cementation bonding was associated with the fabric arrangement of soil structures. More... »

PAGES

1721-1727

References to SciGraph publications

  • 2005-12-23. The behaviour of organic matter in the process of soft soil stabilization using cement in BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
  • 2008-05-08. Utilization of Lime for Stabilizing Soft Clay Soil of High Organic Content in GEOTECHNICAL AND GEOLOGICAL ENGINEERING
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    http://scigraph.springernature.com/pub.10.1007/s12205-015-0438-5

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    http://dx.doi.org/10.1007/s12205-015-0438-5

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