Oct 07,2017 Scientific research & Postgraduate Studies, Civil Engineering

The Combined Influence of Lima and Natural Pozzolana Additives on Enhancement of Clayey Soil Compaction, Consistency Characteristics and Restriction on Soil Shrinkage

Author

Ibrahim Hammoud - Aref Al-Swaidani – Ayman Mzyab

Published in

Al Baath University Journal Vol 38, No 5, 2016

Abstract

Being critical, the stability of clayey soil, is a priority for the civil engineer in constructions of roads and buildings. This experimental study comes in the context of examination of the effectiveness of menial stabilizers. Lime (L), Natural Pozzolana (NP), and Combinations of both, were examined to enhance the characteristics of compaction, consistency and to restrict the shrinkage behavior of clayey soil. The percentages of additives were 0-8% (L), 0-20% (NP) and Combinations of the two additives. Test results showed that the Combination of (L) and (NP) increased the maximum dry density (MDD), but decreased the optimum moisture content (OMC). The characteristics of consistency were obviously enhanced when Combinations of (L) and (NP) were added; so plasticity index largely decreased which means the enhancement of workability. This enhancement was little when (NP) was added alone. Restriction on shrinkage behavior of clayey soil clearly appeared when (L) was added, but slightly appeared when (NP) was added. The best result was obtained when the Combination of 8 %( L) and 20% (NP) was added.

Keywords: Clayey soil, lime, natural pozzolana, compactness, plasticity index, linear shrinkage

Link to read full paper

http://magazine.albaath-univ.edu.sy/1/pages/2016/1/05.pdf