Geosynthetic-reinforced and pile-supported embankments: theoretical discussion of finite difference numerical analyses results-Reference-Cited by-同舟云学术

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Geosynthetic-reinforced and pile-supported embankments: theoretical discussion of finite difference numerical analyses results

Published:2023-04-04 Issue:15 Volume:27 Page:4337-4363
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Mangraviti Viviana¹²^ORCID,Flessati Luca¹³^ORCID,di Prisco Claudio¹^ORCID

Affiliation:

1. Department of Civil and Environmental Engineering, Politecnico di Milano, Milan, Italy

2. Department of Architecture and Civil Engineering, Chalmers University of Technology, Gothenburg, Sweden

3. Geo-Engineering Section, Faculty of Civil Engineering and Geoscience, Delft University of Technology, Delft, the Netherlands

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2023.2190400

Reference93 articles.

1. Numerical Analysis of Catenary Load Transfer Platform for Geopier-Supported Embankment

2. Geosynthetic-reinforced pile-embankments: numerical, analytical and centrifuge modelling

3. Effect of geosynthetic creep on reinforced pile-supported embankment systems

4. Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation

5. Numerical Analysis of the Mechanical Response of Anchored Wire Meshes

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1. Analytical model of three-dimensional concentric ellipsoidal soil arching in geosynthetic-reinforced pile-supported embankments;Geotextiles and Geomembranes;2024-12

2. Model tests on 3D soil arching in pile-supported embankments with and without geotextile;Case Studies in Construction Materials;2024-07

3. Development and Engineering Validation of a Simplified Analytical Model for Geosynthetic-Reinforced Pile-Supported Embankment Considering Fill Cohesion;2024

4. A New Strategy for Mitigating Pipeline Uplift in Liquefied Soils;Journal of Pipeline Systems Engineering and Practice;2023-11

5. Displacement-based design method to increase sustainability of pile-supported embankments: Practical application;Geosynthetics: Leading the Way to a Resilient Planet;2023-09-11

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