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Analysis of Laterally Loaded Piles in Soil with Stiffness Increasing with Depth

โœ Scribed by Shen, W. Y.; Teh, C. I.


Book ID
120334587
Publisher
American Society of Civil Engineers
Year
2004
Tongue
English
Weight
100 KB
Volume
130
Category
Article
ISSN
1090-0241

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Nonlinear analysis of laterally loaded r
โœ Lianyang Zhang ๐Ÿ“‚ Article ๐Ÿ“… 2009 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 577 KB

In this paper, a method is developed for nonlinear analysis of laterally loaded rigid piles in cohesionless soil. The method assumes that both the ultimate soil resistance and the modulus of horizontal subgrade reaction increase linearly with depth. By considering the force and moment equilibrium, t