Expansive soil in Al-Madinah, Saudi Arabia

  • Taha M. Okasha*
  • , Sahel N. Abduljauwad
  • *Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

16 Scopus citations

Abstract

It has become evident that construction work carried out in greenish-brown clay soils of Al-Madinah city has met many problems arising from the expansive characteristics of these soils. This paper concentrates on the identification of the mineralogical composition and geotechnical properties of the expansive soils in the Al-Madinah area. X-ray diffraction analysis indicates that Al-Madinah soils consist of quartz, feldspar, smectite, calcite, kaolinite and some chlorite. Atterberg limits and clay fractions indicate that the swelling potential of Al-Madinah soils is high. Direct measurements of axial free swelling, percentage of swell, and swelling procedure indicate that Al-Madinah soils can be characterized as highly expansive.

Original languageEnglish
Pages (from-to)271-289
Number of pages19
JournalApplied Clay Science
Volume7
Issue number4
DOIs
StatePublished - Nov 1992

ASJC Scopus subject areas

  • Water Science and Technology
  • Soil Science
  • Geology
  • Geochemistry and Petrology

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