Numerical Investigations on the Load Distribution over the Geogrid of a Basal Reinforced Piled Embankment under Cyclic Loading-Reference-Cited by-同舟云学术

Numerical Investigations on the Load Distribution over the Geogrid of a Basal Reinforced Piled Embankment under Cyclic Loading

Published:2016 Issue: Volume:143 Page:435-444
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Lehn Julian,Moormann Christian,Aschrafi Johannes

Publisher

Elsevier BV

Subject

Applied Mathematics

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4. T. Benz. Small-Strain Stifness of Soils and its Numerical Consequences. Dissertation. Mitteilung. des Instituts für Geotechnik der Universität Stuttgart, Heft 55. 2007.

5. Centrifuge investigation of load transfer mechanisms in a granular mattress above a rigid inclusions network;Matthieu Blanc;Geotextiles and Geomembranes,2013

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1. 3D numerical modeling of a rigid inclusion reinforced railway embankment under cyclic loading;Transportation Geotechnics;2023-07

2. Geosynthetic-reinforced and pile-supported embankments: theoretical discussion of finite difference numerical analyses results;European Journal of Environmental and Civil Engineering;2023-04-04

3. A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness;European Journal of Environmental and Civil Engineering;2022-02-10

4. Static and Seismic Assessment of Soil Arching in Piled Embankments;Springer Tracts in Civil Engineering;2021-11-22

5. Lessons from Full-Scale Experiments on Piled Embankments with Different Geosynthetic Reinforcements;KSCE Journal of Civil Engineering;2020-12-22