Skip to main content
U.S. Department of Energy
Office of Scientific and Technical Information

Summary report on close-coupled subsurface barrier technology: Initial field trials to full-scale demonstration

Technical Report ·
DOI:https://doi.org/10.2172/658171· OSTI ID:658171
 [1];  [2]
  1. Brookhaven National Lab., Upton, NY (United States). Environmental and Waste Technology Center
  2. Sandia National Lab., Albuquerque, NM (United States)

The primary objective of this project was to develop and demonstrate the installation and measure the performance of a close-coupled barrier for the containment of subsurface waste or contaminant migration. A close-coupled barrier is produced by first installing a conventional, low-cost, cement-grout containment barrier followed by a thin lining of a polymer grout. The resultant barrier is a cement-polymer composite that has economic benefits derived from the cement and performance benefits from the durable and resistant polymer layer. The technology has matured from a regulatory investigation of the issues concerning the use of polymers to laboratory compatibility and performance measurements of various polymer systems to a pilot-scale, single column injection at Sandia to full-scale demonstration. The feasibility of the close-coupled barrier concept was proven in a full-scale cold demonstration at Hanford, Washington and then moved to the final stage with a full-scale demonstration at an actual remediation site at Brookhaven National Laboratory (BNL). At the Hanford demonstration the composite barrier was emplaced around and beneath a 20,000 liter tank. The secondary cement layer was constructed using conventional jet grouting techniques. Drilling was completed at a 45{degree} angle to the ground, forming a cone-shaped barrier. The primary barrier was placed by panel jet-grouting with a dual-wall drill stem using a two part polymer grout. The polymer chosen was a high molecular weight acrylic. At the BNL demonstration a V-trough barrier was installed using a conventional cement grout for the secondary layer and an acrylic-gel polymer for the primary layer. Construction techniques were identical to the Hanford installation. This report summarizes the technology development from pilot- to full-scale demonstrations and presents some of the performance and quality achievements attained.

Research Organization:
Brookhaven National Lab., Environmental and Waste Technology Center, Upton, NY (United States)
Sponsoring Organization:
USDOE, Washington, DC (United States); USDOE Office of Environmental Restoration and Waste Management, Washington, DC (United States)
DOE Contract Number:
AC02-76CH00016
OSTI ID:
658171
Report Number(s):
BNL--52531; ON: DE98004917; BR: EW4010
Country of Publication:
United States
Language:
English