Toxicity Leaching Characteristics of Cement Based Stabilized / Solidified sands Contaminated with Heavy Metals

  • Shahlaa E. Ebrahim, Asst. Prof College of Engineering/ Baghdad University/Baghdad-Iraq
  • Abbas H. Sulaymon, Prof. College of Engineering/ Baghdad University/ Baghdad-Iraq
  • Basim A. Hussain
Keywords: Solidification / Stabilization; Heavy Metals; TCLP; Toxicity

Abstract

EPA Toxicity Leaching Procedure TCLP method 1313 was carried out to test the effectiveness , performance and efficiency of the solidification / stabilization treatment of five different heavy metals contaminated sands using   ordinary locally produced Portland Cement type A . Three mix designs were performed on the contaminated sands at three different pollution loads and concentrations . Results showed that using ( 3: 1: 0.5) Sand-Cement-Water Mix ratio is very effective in retaining heavy metal contamination . Effective retention percentages of ( 95 , 94.1 , 97.7 , 93.3 and 94 ) for Cr , Cd , Cu , Ni and Pb ions respectively was obtained even when the inertial contamination load with those ions exceeded 3000 mg / kg . Particle size had a significant influence on the amount of metals leached during the extraction process. Particles with sizes above 9.5 mm showed a better effectiveness in holding and retaining metals within the Solidified / stabilized matrix. Samples with low cement mix treatments were not able to maintain the required TCLP regulatory limits for samples contaminated with Chromium, Cadmium and lead . Although the inertial extraction fluid was at pH 4.9 the final leached extractions recorded pH values above 9.5 which demonstrates the alkanet   and stabilization effect of the cement matrix

Published
2017-10-24
How to Cite
E. Ebrahim, S., H. Sulaymon, A., & A. Hussain, B. (2017). Toxicity Leaching Characteristics of Cement Based Stabilized / Solidified sands Contaminated with Heavy Metals. Association of Arab Universities Journal of Engineering Sciences, 24(2), 1-13. Retrieved from https://jaaru.org/index.php/auisseng/article/view/30
Section
Articles