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
β¦ LIBER β¦
Comprehensive investigations of horizontally loaded piles in cohesionless soils
β Scribed by Yu. M. Kolesnikov; S. V. Kurillo; S. N. Levachev; V. G. Fedorovskii
- Book ID
- 112597091
- Publisher
- Springer
- Year
- 1981
- Tongue
- English
- Weight
- 636 KB
- Volume
- 18
- Category
- Article
- ISSN
- 0038-0741
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