The Reinforced Earth Co.’s MSE retaining wall at SoFi Stadium plays a hidden but important role in the “geosynthetics Super Bowl.”
One of the tallest mechanically stabilized earth (MSE) walls in the world is obscured from view, hidden by one of the biggest stadiums in the National Football League and the site of Super Bowl LVI. At SoFi Stadium in Inglewood, Calif., the Reinforced Earth Co’s 100 foot (30.5 m) tall MSE wall was installed as a stress relief wall around the stadium footprint, forming a “bowl” for the main structure to be set below the original grade.
About the “geosynthetics Super Bowl” MSE wall project
If built on existing grade, SoFi Stadium would have invaded the nearby navigational airspace of the Los Angeles International Airport. To keep the final stadium elevation below the limitation, it had to be set 100 feet (30.5 m) below the existing grade. The project team’s initial designs for top-down retaining wall construction did not prove to be a viable solution when considering the extreme height, seismic criteria and project schedule. To move the project along as fast as possible and to begin stadium foundations at the earliest date possible, the contractor decided the best option was to excavate the 100 foot (30.5 m) deep hole, then build a wall up concurrently with the stadium structure inside the bowl.
Due to high seismic considerations in the Los Angeles area, it was necessary to design a bowl wall that would alleviate potential dynamic forces from the stadium structure. Reinforced Earth’s MSE walls are highly flexible and can be designed to accommodate the most extreme seismic criteria. The company’s engineering team provided the contractor with a design that worked and that gained approval from the reviewers relatively quickly.
Ultimately, the most beneficial aspect of the Reinforced Earth wall was the construction schedule. Overall, the wall was topped out in about a year and a half. The constructability of the wall system allowed the contractor to maximize their schedule and gave them the flexibility to build out of sequence and accommodate other design changes quickly. The MSE wall design saved the contractor millions of dollars and about a year of construction time.
The MSE wall provided the project with significant schedule advantages.Kiewit Corp.
Most of the wall was built using concrete facing panels. Wire mesh facing TerraTrel panels were used in areas for temporary ramps down to the bottom of excavation, and to support fill behind other stadium features within the reinforced soil volume. Ribbed steel strips were used for soil reinforcement for the entire Reinforced Earth wall. Up to 13 soil reinforcements were connected to one 5 x 5 foot (1.5 x 1.5 m) concrete facing panel. More than 300,000 square feet (27,871 m2) of concrete and wire mesh facing panels were installed, the equivalent of more than five football fields.
Reinforcing strip lengths of up to 120 feet (37 m) were used. Most of the wall was designed with a trapezoidal cross section, meaning lower portions of the wall required shorter soil reinforcements with the length increasing in sections higher up the wall. The design optimized the length of soil reinforcements and select backfill quantity. The tallest portions of the wall used as many as six different reinforcement lengths.
More than 1,500 miles (2,414 km) of reinforcing strips were installed—the same distance the L.A. Rams traveled when they moved from St. Louis, Mo., to Los Angeles.
A variety of foundations for the stadium structure were located behind the wall facing inside the MSE wall reinforced earth volume. Within its fill, the wall had to withstand loads for the roof, stairs, upper-level structures and more. Hundreds of foundations (piles, shafts, footings) were located within the backfill, the largest of which were for the roof. They were accommodated by skewing reinforcing strips, placing additional reinforcing strips, and adding wire faced relief walls adjacent to the obstructions to alleviate earth pressure on them.
In one area, a third-floor restaurant required a foundation on piles. The first row of piles was very close to the back of the MSE wall, and calculations had to be done to consider the lateral loads imposed on the wall at each location. Reinforced Earth’s engineers drew out the influence zones for each pile and added the loading to the earth pressures in the internal stability calculations of the wall.
A 10.5-foot (3.2-m) tall cast-in-place cantilever wall was incorporated along the entire top of the main bowl MSE wall. This was done so that utilities and other items that may require future maintenance can be accessed without having to consider the MSE wall’s reinforcing strip placement.
TerraTrel wire facing was also used for a variety of applications on the project. Notably, a temporary wall was built to provide access to the bottom of the excavation. The temporary wall was eventually buried when the ramp was closed off with a section of permanent MSE wall.
In general, all the stadium’s foundations and structures within the MSE volume had to be categorized as “moving with the wall mass” or not. Many of the items were isolated from the MSE volume using additional facing and soil reinforcements. For example, a tunnel for VIP and player access was installed through the reinforced soil volume. Permanent wire-faced MSE walls were built along the concrete tunnel to isolate it from the MSE volume.
SoFi Stadium MSE wall
Kroenke Sports & Entertainment LLC
Turner-AECOM Hunt JV; Kiewit Corp.