The recently completed Upper Chiquita Reservoir in Southern California was built to provide the region with substantial new water reserves to meet customer demand during disruptions of water deliveries.
This article reviews the geosynthetic choices and makes comparisons of the amounts of CO2 generated by stormwater systems.
This case history examines the geosynthetic construction, use, failure, and repair of an evaporation pond at an EnergySolutions facility in Clive, Utah.
Agency to conduct field work in various regions of the country starting this summer.
Replacing a geomembrane layer is part of a $163 million repair job for a cracked reservoir.
This article details the current methods for assessing remaining service life and provides an explanation of why existing ponds may not be performing as predicted.
This first installment from FGI covers fabricated geomembranes for golf course ponds.
Fiberweb has launched a new website that features its Defencell Force Protection Systems.
A new underground stormwater detention system has been developed that combines a number of different civil engineering disciplines.
TenCate Geosynthetics wins in 2009 International Achievement Awards.
TenCate Geosynthetics wins in 2009 International Achievement Awards.
The purpose of the retaining wall was to create a construction pad allowing enough flat buildable land for the ensuing retail development in Riverside County, Calif.
Engineers, installers, regulators, and owners are starting to rely on geomembrane leak-location surveys as part of the construction quality assurance for landfills.
Using GCLs and a cellular confinement system, the objective was todesign and construct a centralized deicing pad where fluid could beapplied and collected in a fully controlled manner.
Decades of PCB contamination in Wisconsin’s lower Fox River will take decades to clean up. Today, geotextile dewatering containers are helping with that job at the Fox’s Little Lake Butte des Morts.
Pavements in the U.S. first incorporated geotextiles beneath roads, parking lots and railroad track ballast in the 1960s. In the early 1970s, 3 million square yards of geotextiles were used in infrastructure projects. By the 2000s, more than 300 million square yards were used beneath roads throughout the world. A 2006 study by the Geosynthetic Research Institute found that 40 out of the 50 state DOTs have a specification for a separation geotextile.
Geotextiles prevent the mixing of the fine subgrade soils with the engineered aggregate support layer. By preventing this mixing, geotextiles prevent early deterioration of roadways.
The cost of the installed separation geotextile is typically less than the cost of 1 inch of base course aggregate; separation geotextiles typically prevent contamination of several inches of base aggregate. Therefore, the benefit significantly outweighs the cost of using a separation geotextile in pavements.
Local and state studies have proven that the use of geotextiles as separators has enhanced road performance as a result of the placement of the geotextile between the subgrade and the pavement aggregate base layer. Studies show the extended life of pavement sections that incorporate geotextiles. These studies have shown reduced long-term maintenance and reduced pavement rehabilitation costs for roads using geotextiles.