Coupled mechanical and chemical behavior of bentonite engineered with a controlled organic phase

S. E. Burns, Shannon L Bartelt-Hunt, J. A. Smith, Andria Zoe Redding

Research output: Contribution to journalArticle

31 Citations (Scopus)

Abstract

This experimental investigation quantified the physical and chemical behavior of two organoclays, synthesized using the quaternary ammonium organic cations hexadecyltrimethylammonium bromide (HDTMA) and benzyltriethylammonium chloride (BTEA). The organic cations were exchanged onto montmorillonite at increasing percentages of the clay's cation exchange capacity in order to increase the packing density of the organic cations on the clay surfaces. Increasing the organic content of the organoclays, and the cation packing density, decreased the specific gravity, N2-BET surface area, liquid limit in water, and clay compressibility in the consolidation test for both organoclays. However, the liquid limit in methanol and sorptive capacity for benzene increased for HDTMA organoclay but decreased for BTEA organoclay as the density of organic cation packing was increased. Additionally, the measured friction angle for HDTMA organoclay decreased, while the friction angle for BTEA organoclay increased as a function of increasing organic cation packing density. The creation of an organic phase on the soil created a hydrophobic, rather than hydrophilic, clay that demonstrated reduced interaction with water. The nature of the organic phase in the long chain HDTMA was a fluid-like phase that demonstrated partitioning uptake of organic compounds, and reduced (lubricating) frictional interaction in the direct shear test. In contrast, the organic phase in the BTEA clay formed an adsorptive phase that interacted specifically with organic compounds (that is, not through dissolution), and increased the frictional interaction as the organic cation packing density was increased.

Original languageEnglish (US)
Pages (from-to)1404-1412
Number of pages9
JournalJournal of Geotechnical and Geoenvironmental Engineering
Volume132
Issue number11
DOIs
StatePublished - Nov 1 2006

Fingerprint

organoclay
Bentonite
Organoclay
bentonite
cation
Positive ions
bromide
Clay
clay
chloride
liquid limit
Organic compounds
organic compound
Density (specific gravity)
friction
Friction
shear test
chemical
compressibility
cation exchange capacity

Keywords

  • Chemical properties
  • Clays
  • Organic compounds
  • Physical properties
  • Sorption

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Environmental Science(all)

Cite this

Coupled mechanical and chemical behavior of bentonite engineered with a controlled organic phase. / Burns, S. E.; Bartelt-Hunt, Shannon L; Smith, J. A.; Redding, Andria Zoe.

In: Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132, No. 11, 01.11.2006, p. 1404-1412.

Research output: Contribution to journalArticle

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