Abstract: Remediation geotextile device, including a geotextile mattress-like component, configured to contain an active granular material for filtering and treating contaminated groundwater and/or sediment porewater. The geotextile device including a six-sided, or substantially rectangular, mattress-like component, including an upper geotextile layer and a lower geotextile layer that are connected at intervals with sets of interior geotextile straps.
Type:
Application
Filed:
June 12, 2023
Publication date:
January 18, 2024
Applicant:
HUESKER, INC.
Inventors:
James Thomas Olsta, Kristof Benedikt Klaus Thimm, Lilma Ribeiro Schimmel
Abstract: Remediation geotextile device, including a geotextile mattress-like component, configured to contain an active granular material for filtering and treating contaminated groundwater and/or sediment porewater. The geotextile device including a six-sided, or substantially rectangular, mattress-like component, including an upper geotextile layer and a lower geotextile layer that are connected at intervals with sets of interior geotextile straps.
Type:
Grant
Filed:
November 7, 2018
Date of Patent:
June 13, 2023
Assignee:
Huesker, Inc.
Inventors:
James Thomas Olsta, Kristof Benedikt Klaus Thimm, Lilma Ribeiro Schimmel
Abstract: A composite silt fence configured for capturing pollutants in one embodiment comprises a silt fence fabric including i) a polymeric geotextile fabric particulate filtering layer defining the hydraulic flow capacity for the silt fence, ii) a pollutant capturing layer coupled to the polymeric geotextile fabric particulate filtering layer and configured to capture some select pollutants in water from flow that has passed through the polymeric geotextile fabric particulate filtering layer, and iii) a backing layer coupled to the pollutant capturing layer; and a plurality of stakes secured to the silt fence fabric at spaced locations. The silt fence fabric yields higher hydraulic flow than existing fence constructions with greater sediment retention and pollutant containment features.
Abstract: 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.
Type:
Grant
Filed:
January 17, 2011
Date of Patent:
July 19, 2011
Assignee:
Huesker, Inc.
Inventors:
Forrest E. Cronia, Cameron B. Gallamore, Steven E. Lothspeich
Abstract: 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.
Type:
Grant
Filed:
November 5, 2007
Date of Patent:
January 18, 2011
Assignee:
Huesker, Inc.
Inventors:
Forrest E. Cronia, Cameron B. Gallamore, Steven E. Lothspeich
Abstract: 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.