One can construct a wraparound geotextile reinforced wall to the effect that 100% of the lateral load is carried by it and zero goes to the concrete, which now acts as a facing.
A North Carolina town used a portfolio of geosynthetic erosion-control and reinforcement materials to restore a local streambank and relieve safety threats.
History, performance, and design of geotextiles in levees: A report from New Orleans.
History, performance, and design of geotextiles in levees: A report from New Orleans.
Using such a geosynthetic material over the entire footprint of a building will simply not cure a uniformly weak subgrade soil.
The Red River of the North in the twin cities of Grand Forks, N.D., and East Grand Forks, Minn. submerged 2 Upper Midwest towns 12 years ago. Now geotextile matting is part of the foundation for a sweeping urban levee and greenway.
Proper construction of an MSE wall or slope requires the owner to rely on skilled professionals performing their responsibilities correctly.
Reinforcement and deformation monitoring of a railway embankment in France.
An existing railroad crossing in the Hallstadt section of railroad track 5100, from Bamberg to Hof (Saale), had to remain open for rail traffic, but had to be replaced by an underpass for the street.
In the wake of ongoing public debate that continues to evaluate the construction designs of New Orleans area levees, the Geosynthetic Materials Association (GMA) recently offered the following statement.
Proper construction of the MSE wall/slope requires the owner to rely on skilled professionals performing their responsibilities correctly.
During a particularly rainy 75-day period (mid-July through September 2005), the region experienced abundant rainfall in the wake of 7 powerful typhoons.
Proper integration of the MSE wall/slope design into the overall site design requires the owner to communicate with, and effectively manage, three overlapping engineering disciplines.
Beaches and coastal dunes at Las Coloradas, Mexico, were severely affected after Hurricane Wilma stormed through the northern coast of the Yucatan Peninsula in October 2005.
This project underscored the advantages of using geogrids to build many of the biggest retaining walls ever constructed in Chilpancingo, the capital city of the state of Guerrero, México.
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.

