Geocomposite membrane

Hydraulic and earth engineering – Subterranean waste disposal – containment – or treatment – With treatment of waste

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Details

5216914, 405270, 425117, B03B 300

Patent

active

057884137

ABSTRACT:
A water and oil impermeable geosynthetic clay liner is formed by supporting a layer of bentonite on an impermeable plastic layer. Integrally formed protrusions extend from one surface of the plastic layer to support a permeable plastic cover layer. The cover layer confines the bentonite clay layer and is heat sealed to the protrusions.

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D. Carson; "U.S. EPA Experiences with Geosynthetic Clay Liners"; pp 25-37; Date Unknown.
Daniel et al; "Landfill Liners From Top to Bottom"; Civil Engineering, Dec. 1991.

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