STABILIZATION OF AN ARID, SALINE SABKHA SOIL USING ADDITIVES

This paper describes the results of an investigation on the effect of five stabilizing agents, namely limestone dust, marl, emulsified asphalt, cement and lime, on the properties of an arid, saline sabkha soil from eastern Saudi Arabia. Standard compaction and unconfined compressive strength tests were performed, the latter on wrapped specimens that had been allowed to cure for seven days. The results indicated that the density of sabkha mixtures could not be used as a primary criterion in any stabilization programme and the maximum strength of sabkha mixtures was attained at moisture contents much lower than the optimum. Despite the sabkha's coarse-grained nature, neither addition of marl nor of emulsified asphalt gave any significant improvement in the properties of sabkha and the effect of adding limestone dust was marginal. However, the addition of either lime or cement in the range of 2.5 to 10% by weight of soil increased the strength between 2.5 and 22 times. (A)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/04812085
• Corporate Authors:

  GEOLOGICAL SOCIETY

  BURLINGTON HOUSE, PICCADILLY
  LONDON,   United Kingdom  W1V 0JU
• Authors:
  • Al-Amoudi, OSB
  • Asi, I M
  • EL-NAGGAR, Z R
• Publication Date: 1995-11

Language

• English

Media Info

• Features: References;
• Pagination: p. 369-79
• Serial:
  • QUARTERLY JOURNAL OF ENGINEERING GEOLOGY
  • Volume: 28
  • Issue Number: 4
  • Publisher: GEOLOGICAL SOCIETY
  • ISSN: 0481-2085

Subject/Index Terms

• TRT Terms: Admixtures; Cement; Chemical analysis; Compressibility; Dryness; Evaporation; Sodium chloride; Soil stabilization; Strength of materials
• ITRD Terms: 4736: Admixture; 4758: Cement; 7163: Chemical analysis; 5905: Compressibility; 2527: Dryness; 7183: Evaporation; 7332: Salt (chem); 3689: Soil stabilization; 5544: Strength (mater)
• Subject Areas: Geotechnology;

Filing Info

• Accession Number: 00723217
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• Files: ITRD
• Created Date: Jul 26 1996 12:00AM