Numerical evaluation of backfill compaction behind the face of reinforced soil walls-Reference-Cited by-同舟云学术

Numerical evaluation of backfill compaction behind the face of reinforced soil walls

Published:2021-04-26 Issue: Volume: Page:1-12
ISSN:1353-2618
Container-title:Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Geotechnical Engineering

Author:

Ehrlich Mauricio¹,Mirmoradi Seyed Hamed²^ORCID,Tortureli Marcela³

Affiliation:

1. Professor, Department of Civil Engineering, COPPE, Federal University of Rio de Janeiro, Rio de Janeiro, Brazil

2. Visiting Professor, Department of Civil Engineering, COPPE, Federal University of Rio de Janeiro, Rio de Janeiro, Brazil (corresponding author: )

3. PhD candidate, Department of Civil Engineering, COPPE, Federal University of Rio de Janeiro, Rio de Janeiro, Brazil

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgeen.20.00246

Reference50 articles.

1. Aashto (2017) AASHTO LRFD Bridge Design Specifications, 8th edn. American Association of State Highway and Transportation Officials, Washington, DC, USA.

2. Monitored Displacements of Unique Geosynthetic-Reinforced Soil Bridge Abutments

3. Field monitoring evaluation of geotextile-reinforced soil-retaining walls

4. Berg RC, Christopher BR and Samtani NC (2009) Design and Construction of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes. US Department of Transportation, Federal Highway Administration, Washington, DC, USA, FHWA-NHI-10-024 and FHWA GEC 011 – Vol I.

5. Design of brick-faced retaining walls reinforced with geotextiles

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