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Pullout Response of Geosynthetic in Soil—Theoretical Analysis
A theoretical analysis is performed to establish the relationship between the pullout force and displacement using the linear elastic approach. It is shown by the theoretical analysis that the pullout force is a function of four variables: (i) reinforcement stiffness; (ii) soil-reinforcement interface shear stiffness; (iii) mobilized reinforcement length, and (iv) pullout displacement.
Pullout Response of Geosynthetic in Soil—Theoretical Analysis
A theoretical analysis is performed to establish the relationship between the pullout force and displacement using the linear elastic approach. It is shown by the theoretical analysis that the pullout force is a function of four variables: (i) reinforcement stiffness; (ii) soil-reinforcement interface shear stiffness; (iii) mobilized reinforcement length, and (iv) pullout displacement.
Pullout Response of Geosynthetic in Soil—Theoretical Analysis
Yuan, Zehong (author)
Geo-Frontiers Congress 2011 ; 2011 ; Dallas, Texas, United States
Geo-Frontiers 2011 ; 4388-4397
2011-03-11
Conference paper
Electronic Resource
English
Pullout Response of Geosynthetic in Soil-Theoretical Analysis
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