Geosynthetic Reinforced Soil-Integrated Bridge System

Geosynthetically Confined Soil Wall Abutment

Geosynthetically confined soil wall abutments are systems that connect the wall and the soil to create a composite structure. To keep the structure internally stable, fabric sheets are used to connect the wall with the soil behind it in the form of a friction connection. Similar to mechanically stabilized earth systems, these walls are assembled with fabrics placed within the soil while the backfill material is placed in layers.

Geosynthetically confined soil bridge abutments attach to the adjacent soil to support the soil and the bridge superstructure.

GRS Abutment

Geosynthetic Reinforced Soil–Integrated Bridge System. Photo Credit: ASCE

The blocks of the geosynthetically confined soil abutments were stacked in rows while the fabric is applied between the blocks and the soil. This binding to the soil helps connect and stabilize the wall as a whole.

This system is more stable and has a higher safety factor than mechanically stabilized earth systems. The fabric inclusions are lightweight and the installation process is not difficult.

Deseret News, “UDOT using faster, cheaper technique in bridge building on I-84,” by Jed Boal, July 2, 2013. UDOT is the first in the U.S. to use the reinforced soil technique at the abutment of an interstate bridge. Read more here.

Photo Credit: Wisconsin DOT

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