Lightweight fill (EPS geofoam, foamed concrete, LWA)
Instead of loading soft clay with a heavy embankment, the approach is built of material that weighs almost nothing: expanded polystyrene blocks at 20-30 kg/m3, foamed concrete at 400-800 kg/m3 or lightweight aggregate. Settlement and lateral load on the abutment shrink accordingly.
Also called: EPS blocks, foamed concrete, lightweight aggregate fill
Concept diagram (TheBridgeEng)
How it is done
Excavate to a level base, place a sand bed and a geomembrane; stack EPS blocks in bond with plastic connectors.
Cover with a concrete load-distribution slab and the pavement; protect the sides from fuel spills and fire with a membrane and soil cover.
Foamed concrete is pumped in lifts of 0.5-1 m behind formwork or against the abutment.
Where it fits
Approaches over soft clay where PVD time is unavailable, behind abutments to cut lateral earth pressure, widening next to old embankments.
Where it does not
Below the groundwater table without proper buoyancy design; EPS floats.
Plant, pace and money
PlantLight: trucks, a small crane, a foamed concrete unit.
Productivity500-1,500 m3 of EPS per day.
CostEPS USD 60-120 per m3 installed; foamed concrete USD 80-150 per m3. Several times ordinary fill, but the settlement and the abutment savings usually pay for it.
Risks and controls
What goes wrong
Fire during construction, chemical attack from fuel spills, differential settlement at the transition to ordinary fill.
Quality assurance
Block density certificates, level survey of each layer, membrane inspection.
Examples
Norwegian and Dutch approaches since the 1970s; increasingly common in Japan and Korea for approach widening.