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Geogrid Reinforced Piled Embankment in Plane Strain and Three-Dimensional Conditions
This chapter considers the performance of piled embankments where one or more layers of geotextile or geogrid reinforcement are used at the base of the embankment, for a wide range of piled embankment geometries.
Geogrid Reinforced Piled Embankment in Plane Strain and Three-Dimensional Conditions
This chapter considers the performance of piled embankments where one or more layers of geotextile or geogrid reinforcement are used at the base of the embankment, for a wide range of piled embankment geometries.
Geogrid Reinforced Piled Embankment in Plane Strain and Three-Dimensional Conditions
Zhuang, Yan (Autor:in)
Arching in Piled Embankments Including the Effects of Reinforcement and Subsoil ; Kapitel: 4 ; 57-89
28.01.2025
33 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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