January-February 2006

Stabilizing Slopes

Holding soil in place with concrete mats, hydraulically applied materials, rockfall netting, and grout .

Article Tools

Create a Link to this Article

By Carol Brzozowski

Comments


To address the needs of the project, ERCA used cable concrete mats from International Erosion Control Systems on the slopes. The cable concrete system integrates flexible stainless steel cable into high-strength concrete, paired with a polyester geotextile base cloth. The needle-punched geotextile allows moisture in the subsoil to drain, preventing buildup of hydraulic pressure beneath the protection of the concrete mat. Subgrade material is held intact by the weight of the concrete and separating ability of the geotextile. The system also protects the subgrade material from high water velocities and wave action.

Mourad explains, "The purpose of the cable concrete mat was to basically provide slope stabilization and erosion control for the weirs, because the flow over the weirs was 19.4 cubic meters per second with a velocity of about a meter a second. We wanted something that could convey the water and provide that stability and erosion control."

Working with a consulting firm, ERCA chose concrete cable after obtaining positive feedback about it from such sources as a professor at the University of Windsor who had done extensive testing on concrete cable mats, as well as two institutions in the United States that have conducted extensive hydrodynamic testing.

"We wanted to go with something more durable," Mourad says. "We have existing riprap along the lower reach of the dikes, going along their length, but for the weir section—because you have that constriction in the weir, and the flow going over it—we wanted something that would withstand those velocities and could be tied in on each side. These cable concrete mats seemed to be a good choice for that." Another alternative considered was the installation of a geotextile fabric, but the cable concrete mats seemed more durable, Mourad adds.

Mourad says ERCA really hasn't had an opportunity to weigh in on the cable concrete's performance. "We haven't had any drastic rain events—certainly not 100-year-flood events—so from our own experience, we can't say how well they perform," he says. "So far, we have been pleased at the appearance of them and the ability to fill the voids with topsoil. We've already got grass growing there. We feel it is going to provide a nice finish to our Little River dikes, and so far we are pretty impressed with it. And the pricing was good."

The project cost $400,000 and was conducted over 35 working days during the summer of 2005. The mats were installed into the existing dike and covered with topsoil. The soil type in the area is predominantly clay, and the mats were laid on a 3:1 slope.

Mourad notes no special challenges, saying the project proceeded smoothly. But there was extra work involved: "We decided to use the mat for a couple of other areas on adjacent sides of a bridge," he says. "We had noticed that there was some scouring on each side of the Little River Bridge, and we had some riprap on either side and that we grouted in place." The authority didn't like its appearance and, because of the scouring, decided to replace the riprap with the cable concrete mat on each side of the bridge.

Grouting a Bluff in Place
In another water-related erosion control project, an unattended irrigation system in southern California led to the failure of a 12-meter-thick sandy marine terrace deposit, undermining a large portion of a residential backyard and threatening an adjacent home. Moore & Taber in southern California stepped up to the plate to stabilize the bluff following the slope failure.

PHOTO: MOORE & TABER

To mitigate the situation, the company stabilized running sand with permeation grouting techniques to permit the steep, near-vertical back cuts required for remedial grading. Permeation grouting is a ground treatment method in which grout is injected into a porous medium without disturbing its original structure. Pores and joints in soil or rock deposits are filled to change the geotechnical properties.

Moore & Taber used more than 1 million liters of two distinct grout mixtures, sodium silicate and ultrafine cement, to address the problem. The cement aided in developing greater strengths while the sodium silicate was used within the outermost part of the slope face.

The chemical grout consisted of a Minova Terraset System of 40-degree Baume sodium silicate, Terraset hardener, and water. The Nittetsu Cement Co. SuperFine cement came from SureCrete.

Advertisement

The crews did all work by hand, using limited-access techniques in installing more than 600 sleeve-port grout injection pipes. The grouted material was excavated with digging spades. During the excavation of the back cut and in-grading benching, the grouted terrace sands performed well, and the "running" sands took on the character of sandstone. Soil fill was used to mitigate the failure scar in the slope face reconstruction. A horizontal drain from the heel of the back cut through the grouted terrace was drilled to address seepage.

As the slope was reconstructed, tree wells were periodically installed and each was fitted with its own drain. The planters were stocked with drought-resistant native scrub not only to maintain coastal aesthetics but also to avoid the need for an irrigation system.

Author's Bio: Carol Brzozowski is a journalist living in Coral Springs, FL.

What Do You Think?

Post a Comment

Be the first to tell us what you think!

Post a Comment

Not a subscriber? Sign Up
 
 
*  
 




 

Get Erosion Control E-mail Updates!

Get weekly news and updates through our Erosion Control e-mail newsletter!