Huesker, Inc.

Steven Edward Lothspeich

Forrest E Cronia

Cameron B Gallamore

Geotextile composite configured to filter liquids and related methods are provided. The geotextile composites include a pre-filter layer, a post-filter layer and at least two intermediate filter layers disposed between the pre-filter layer and the post-filter layer. At least one fibrous web that includes composite fibers and adsorptive particulates is disposed between the at least two intermediate filters. The fibrous web has a structural component, and a thermally-bondable, polymeric component. The geotextile can be placed in a location where a liquid that contains contaminants therein resides. The liquids can pass through the geotextile such that the liquid contacts the adsorptive particulate. The contaminants are then filtered from the liquid through contact of the contaminants with the adsorptive particulate.

Methods of using geotextile composite for filtration of contaminated liquids and sediments

Geotextile composite configured to filter liquids The geotextile composites include a pre-filter layer, a post-filter layer and at least two intermediate filter layers disposed between the pre-filter layer and the post-filter layer. At least one fibrous web that includes composite fibers and adsorptive particulates is disposed between the at least two intermediate filters. The fibrous web has a structural component, and a thermally-bondable, polymeric component.

Geotextile composite for filtration of contaminated liquids and sediments

A retaining wall connection for mechanically stabilized earth structures comprising a plurality of courses of cementations blocks stacked together to define a retaining wall and having a backfill material provided behind the retaining wall. A first layer of geogrid web material has a leading edge disposed between vertically adjacent blocks at a predetermined vertical height of the retaining wall with the trailing edge of the first layer of geogrid web material extending backwardly into the backfill material so as to be engaged thereby. A second layer of geogrid web material is provided so as to overlay and contact the first layer of geogrid web material from the leading edge thereof to at least a medial portion of the first layer of geogrid web material in order to provide a significant increase in the connection strength in the retaining wall and the backfill material. A method for forming a retaining wall structure for mechanically stabilized earth is also described.

Retaining wall structure for soil stabilization including double layer of geogrid web material to provide high strength connection with backfill material

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Charlotte, NC, United States of America

Steven Edward Lothspeich