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Time dependent behaviour of geosynthetic reinforced soil walls

Title
Time dependent behaviour of geosynthetic reinforced soil walls
Type
Article in International Conference Proceedings Book
Year
1994
Authors
Maria de Lurdes Lopes
(Author)
FEUP
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António Silva Cardoso
(Author)
FEUP
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Conference proceedings International
Pages: 1265-1268
13th International Conference on Soil Mechanics and Foundation Engineering
New Delhi, 5 a 10 de Janeiro de 1994
Other information
Resumo (PT): The paper describes a viscoelastic model to simulate the creep behaviour of geosynthetics, which is based on a chain of Kelvin units interconnected in series. The model is efficient and economic because the viscoelastic evolution is transformed into a sequence of n pseudo-elastic calculations, which are easy to perform since each step depends only on the preceding one. The implementation of this model in a finite element code is also discussed. Using the described viscoelastic model a study of long term behaviour of geosynthetics (in geogrid reinforced wall) is carried out. This study leads to the conclusion that changes in inclusion strains during time are composed by two parts, one due to material creep and another, elastic, due to the change in state of stress, and also that the behaviour of walls reinforced with those materials changes more significantly during the first year of service.
Abstract (EN): The paper describes a viscoelastic model to simulate the creep behaviour of geosynthetics, which is based on a chain of Kelvin units interconnected in series. The model is efficient and economic because the viscoelastic evolution is transformed into a sequence of n pseudo-elastic calculations, which are easy to perform since each step depends only on the preceding one. The implementation of this model in a finite element code is also discussed. Using the described viscoelastic model a study of long term behaviour of geosynthetics (in geogrid reinforced wall) is carried out. This study leads to the conclusion that changes in inclusion strains during time are composed by two parts, one due to material creep and another, elastic, due to the change in state of stress, and also that the behaviour of walls reinforced with those materials changes more significantly during the first year of service.
Language: Portuguese
Type (Professor's evaluation): Scientific
No. of pages: 4
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