A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Ground Reaction Curve in Plane Strain and Three-Dimensional Conditions
The concept of ‘arching’ in granular soil over an area where there is partial loss of support from an underlying stratum has long been recognised in the study of soil mechanics, but notably there is not one generally accepted approach to account for this phenomenon in the design of piled embankments.
Ground Reaction Curve in Plane Strain and Three-Dimensional Conditions
The concept of ‘arching’ in granular soil over an area where there is partial loss of support from an underlying stratum has long been recognised in the study of soil mechanics, but notably there is not one generally accepted approach to account for this phenomenon in the design of piled embankments.
Ground Reaction Curve in Plane Strain and Three-Dimensional Conditions
Zhuang, Yan (author)
Arching in Piled Embankments Including the Effects of Reinforcement and Subsoil ; Chapter: 3 ; 31-55
2025-01-28
25 pages
Article/Chapter (Book)
Electronic Resource
English
Geogrid Reinforced Piled Embankment in Plane Strain and Three-Dimensional Conditions
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Reinforced Piled Embankment with Subsoil in Plane Strain and Three-Dimensional Conditions
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