Design of GRS bridge abutment using river debris as backfill material

The Horizon Project CIRCUIT (2024) seeks to construct a new bridge on a local road in the municipality of Črna na Koroškem, Slovenia, replacing the existing structure over a torrential creek. The project incorporates geosynthetic-reinforced soil (GRS) with cast-in-place concrete full-height rigid facing (FHR) for the bridge abutments, providing robust scour protection. In August 2023, severe flooding caused by heavy rainfall deposited large quantities of river debris—comprising silty sand and gravel—classified as non-hazardous inert waste in the area designated for the bridge construction. To enhance sustainability, this debris has been repurposed as backfill material for the new GRS bridge abutments. This paper details the material testing and design considerations for constructing the bridge abutments under these revised conditions.

Authors

Publication Details

Journal
E3S Web of Conferences
Published
2025-01-01
DOI
https://doi.org/10.1051/e3sconf/202564403015
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
Field-Weighted Citation Impact
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article

Design of GRS bridge abutment using river debris as backfill material

Stanislav Lenart, Siva Ram Karumanchi
E3S Web of Conferences
Geotechnical Engineering and Underground Structures
article

Design of GRS bridge abutment using river debris as backfill material

Stanislav Lenart, Siva Ram Karumanchi
article en

Abstract

The Horizon Project CIRCUIT (2024) seeks to construct a new bridge on a local road in the municipality of Črna na Koroškem, Slovenia, replacing the existing structure over a torrential creek. The project incorporates geosynthetic-reinforced soil (GRS) with cast-in-place concrete full-height rigid facing (FHR) for the bridge abutments, providing robust scour protection. In August 2023, severe flooding caused by heavy rainfall deposited large quantities of river debris—comprising silty sand and gravel—classified as non-hazardous inert waste in the area designated for the bridge construction. To enhance sustainability, this debris has been repurposed as backfill material for the new GRS bridge abutments. This paper details the material testing and design considerations for constructing the bridge abutments under these revised conditions.

E3S Web of ConferencesVol. 644
Openalex Percentile: Top 76%
Geotechnical Engineering and Underground Structures
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