Lateral Load Analysis of Nonlinear Piles
β Scribed by Kramer, Steven L.; Heavey, Edward J.
- Book ID
- 120998990
- Publisher
- American Society of Civil Engineers
- Year
- 1988
- Tongue
- English
- Weight
- 243 KB
- Volume
- 114
- Category
- Article
- ISSN
- 0733-9410
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π SIMILAR VOLUMES
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
A nonlinear p-y element was provided which can simply model the behavior of a pile group foundation subjected to lateral loading. Its elasto-plastic side soil is expressed as a Winkler-type distributed model. Despite the simplification involved in modeling such a complex phenomenon the proposed nonl