LIME LEACHABILITY STUDIES ON STABILIZED EXPANSIVE SEMI-ARID SOIL

Authors

  • Arif Ali Baig Moghal
  • Muawia A Dafalla
  • Tamer Y Elkady
  • Mosleh Ali Al-Shamrani

Keywords:

Expansive soil, Cementitious Compounds, Landfill, Lime, Lime leachability, Mineralogy

Abstract

The present study is aimed at examining the role of lime and the nature of leaching solution on
the lime leaching characteristics of an expansive soil originating from the Kingdom of Saudi Arabia. Lime
leachability studies were carried out in specially fabricated molds subjected to continuous leaching conditions.
The specimens were compacted directly into specially fabricated perspex molds and cured for 7, 14 and 28
days under constant humidity conditions. In order to study the rate at which the calcium ions leach out from
the lime treated clay matrix, water (leaching solution) was allowed to flow through the compacted specimen
continuously for seven days and the resultant calcium concentration in the leachate was determined. The effects
of various parameters like lime content, curing period and the pH of leaching solution on the lime leachability
values has been studied. It is observed that, at a given lime content, the calcium concentration in the leachate
reduces with curing period. Relatively higher amounts of lime leached under acidic conditions and the flow
period does not affect the lime leaching patterns.

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Published

2016-12-10

How to Cite

Arif Ali Baig Moghal, Muawia A Dafalla, Tamer Y Elkady, & Mosleh Ali Al-Shamrani. (2016). LIME LEACHABILITY STUDIES ON STABILIZED EXPANSIVE SEMI-ARID SOIL. GEOMATE Journal, 9(18), 1467–1471. Retrieved from https://geomatejournal.com/geomate/article/view/1820

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