The effect of soil mineralogy and pore fluid chemistry on the suction and swelling behavior of soils

Pulat H. F., Yukselen-Aksoy Y., Egeli I.

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, cilt.73, sa.1, ss.37-42, 2014 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 73 Sayı: 1
  • Basım Tarihi: 2014
  • Doi Numarası: 10.1007/s10064-013-0499-y
  • Dergi Adı: BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.37-42
  • Anahtar Kelimeler: Pore fluid chemistry, Total suction, Matric suction, Swell index, CONSISTENCY LIMITS, STRENGTH
  • Dokuz Eylül Üniversitesi Adresli: Evet

Özet

Soil suction is one of the most important parameters for describing the moisture condition and engineering behavior of unsaturated soils. Therefore, changes in suction behavior of soils in the presence of saline waters are important for engineered barriers. The aim of this study was to determine the change in suction and swelling behavior of soils, which were exposed to salt solutions (NaCl, CaCl2, natural seawater) with respect to distilled water. The three soil samples were gathered with different mineralogy and plasticity characteristics and tested for determining matric and total suction values and for obtaining free swelling characteristics in the presence of salt solutions. The bentonitic soil sample had the highest total suction value in the presence of seawater. Kaolinitic and zeolitic soil samples had the highest total suction values in the presence of NaCl solution. The highest modified free swell index value of the samples was obtained in the presence of NaCl solution for all the soil samples. No relationship was found between the total suction, matric suction and the modified free swell index value of the tested soils.