Lake bank stabilization at Vivid Shores
At Vivid Shores in Bonita Springs, Florida, PROPEX® Armormax®, MIRAFI® FW403 and MIRAFI 140N stabilize lake banks exposed to wind-driven wave erosion. Completed sections are performing as designed.


The MIRAFI H2Ri system was installed to prevent moisture accumulation beneath the slope repair, addressing the known slip plane and ensuring long-term stability

Four layers of geogrid were combined with CSBC and HMA surfacing, reinforcing the roadway while mitigating soil saturation at the bottom of the slip zone

The revised repair plan incorporated the MIRAGRID Miramesh facing to meet aesthetic and performance requirements, allowing the project team to proceed without over-excavation or extended reinforcement lengths
Lake bank stabilization at Vivid Shores
At Vivid Shores in Bonita Springs, Florida, PROPEX® Armormax®, MIRAFI® FW403 and MIRAFI 140N stabilize lake banks exposed to wind-driven wave erosion. Completed sections are performing as designed.
Crowne point country club case study
Crowne Point Country Club rehabilitated a deteriorated Vermont access road with MIRAFI H2Ri, using active moisture management to address saturated soils, frost-related distress and subgrade instability.
GSE HD geomembrane lined salt ponds ensure long-term brine containment
GSE® HD geomembrane lined over 3.4 million m² of evaporation ponds to prevent brine seepage under extreme heat and UV exposure. This continuous barrier eliminated salt discharge and protected the surrounding environment.
The Old Pacific Highway is the original freeway section which runs parallel to the current Interstate 5. Nestled on the hillside, a global stability issue created a slide of the natural slope and a large crack in the pavement section.
This project was treated like a deep patch repair and initial repair strategies conceptually included the removal and disposal of the existing asphalt roadway and aggregate subbase, over-excavation of native subsurface soils to a depth anticipated between 2 and 6 ft, the installation of four layers of geogrid in combination with Crushed Surfacing Base Course (CSBC), and Hot Mix Asphalt (HMA) surfacing. However, during geotechnical exploration, an area of high saturation was noted at the bottom of the slip zone, approximately 6 ft down from the existing road surface. The project team was worried that if they repaired this section without addressing the moisture issue, it would not be long until the same section of roadway required additional repair.
The MIRAFI® H2Ri system was selected because it provides a long-term defense against saturated soils under the steepened slope. The main goal was to prevent accumulation of moisture below the slope repair, where there is a known slip plane which has been problematic. The project team acknowledged that the saturated zone would be a continuing problem. The MIRAGRID® Miramesh facing met aesthetic requirements and long-term performance. The revised solution did not deviate much from the anticipated repair plan and allowed the project team to move forward without over excavation and increased reinforcement lengths.