Summary of the new EUROCODE EN 1997-3: Clause 9

Clause 9 of the new Eurocode 7 “EN 1997-3: Geotechnical design” Part 3 (Geotechnical structures) is a new section dedicated to Reinforced fill structures, addressing reinforced wall and abutments, reinforced slopes, basal reinforcement for embankments (including load transfer platforms over inclusions and areas prone to development of voids), and veneer reinforcement. Both Ultimate Limit States and Serviceability Limit States design requirements are presented. This extended abstract summarizes -in an almost verbatim way-main content given in the EN 1997-3 (Clause 9) and EN 1997-1 (Clause 8.2).

Publication Details

Journal
Springer Link (Chiba Institute of Technology)
Published
2025-11-14
DOI
https://doi.org/10.1051/e3sconf/202566203004/pdf
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
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article

Summary of the new EUROCODE EN 1997-3: Clause 9

Springer Link (Chiba Institute of Technology)
Geotechnical Engineering and Soil Stabilization
article

Summary of the new EUROCODE EN 1997-3: Clause 9

article en

Abstract

Clause 9 of the new Eurocode 7 “EN 1997-3: Geotechnical design” Part 3 (Geotechnical structures) is a new section dedicated to Reinforced fill structures, addressing reinforced wall and abutments, reinforced slopes, basal reinforcement for embankments (including load transfer platforms over inclusions and areas prone to development of voids), and veneer reinforcement. Both Ultimate Limit States and Serviceability Limit States design requirements are presented. This extended abstract summarizes -in an almost verbatim way-main content given in the EN 1997-3 (Clause 9) and EN 1997-1 (Clause 8.2).

Springer Link (Chiba Institute of Technology)
Sustainable cities and communities
Openalex Percentile: Top 45%
Geotechnical Engineering and Soil Stabilization
DOISourceOpenAlex
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Summary of the new EUROCODE EN 1997-3: Clause 9 · Springer Link (Chiba Institute of Technology) (2025) | TGRS Research Map | TGRS