By Low & Bonar CEPRO a.s., a government-owned major distributor of crude oil in the Czech Republic chose to build a large-capacity underground storage facility in Loukov to improve crude oil supply in the eastern part of country. The challenges of reinforced soil structures around tanks were answered to by Enka Solutions.
Reinforced Soil at Underground Storage Facilities
Safety is critical for storage of combustible liquids and any failure has to be avoided at all costs. Apart from safety, designers had to cope with other issues such as providing a design for the storage facility with minimal disruption to the surrounding landscape and with minimal maintenance costs. The resulting design aimed for an economical yet stable and long-lasting earth structure to completely hide the storage facility.
Upon completion of the construction works and installation of technology, the tanks were walled off with a backfilled soil structure causing no earth contact pressure on the walls of underground tanks with each one holding 35,000 m3 of crude oil. The whole site was placed in a sloped open pit, secured on the south side by pile walls.

GEOSYNTHETICS FOR UNDERGROUND STORAGE SYSTEM

The design of 21m-high vertical soil walls around the tanks required installation of the high-strength geotextile Enka-Force G. This was placed in an effective wrap-around arrangement with horizontal layers spaced at 0.6 m. This technique reduced the thickness of RC walls to 0.6 m and helped the drainage system to drain off rainwater.
Excavated soil from the site was reused as a backfill material and compacted every 0.3 m. Steel mesh provided fast and affordable formwork keeping the soft facing at a constant 0.3 m offset from the tanks.
Reinforced Soil at Underground Storage Facilities
All outward slopes of embankment were reinforced with biaxial Enkagrid G with an horizontal spacing of either 0.6 or 1.2 m depending on the slope inclination. Enka-Net was chosen as the erosion control method on the slopes up to 30°. Erosion protection on steeper slopes required a higher strength and the Enkagrid G in green variant was used here.

THE TAKEAWAY

The combination of the products used enabled a complete solution with optimal balance between price and performance. It guaranteed fast and simple installation in all weather conditions and allowed the reuse of excavated soil (300,000 m3). Due to the flexibility of woven geosynthetics and wide roll sizes they are ideal for large scale projects of this type.
Reinforced Soil at Underground Storage Facilities
Ultimately, the use of woven geosynthetics in reinforced soil structures has proved to be an economical method of providing modern, safe, and long-term protection to undeground structures.
The design assumes serviceability to be in excess of 100 years.
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NOTE: Bonar’s David Woods presented an extended version of this project at EuroGeo 6 in Ljubljana, Slovenia. Learn more about underground storage projects and other engineering works at www.enka-solutions.com and www.lowandbonar.com.
Reinforced Soil at Underground Storage Facilities

GEOSYNTHETIC PRODUCTS USED

  • Geotextile Enka-Force G reinforced vertical soil walls around the tanks, also providing an effective soft facing.
  • Geogrid Enkagrid G reinforced slopes for the embankment.
  • Enkagrid G and Enka-Net applied as an erosion control solution to the embankment and tank domes.

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