Model Study of a Dynamically Laterally Loaded Pile

by R.D. Gaul,

Serial Information: Journal of the Soil Mechanics and Foundations Division, 1958, Vol. 84, Issue 1, Pg. 1-33

Document Type: Journal Paper

Discussion: DataNotAvailable (See full record)
Closure: (See full record)


Dimensionally scaled model of vertical pile in soft soil has been dynamically tested; results indicate that low frequency oscillatory lateral load induces pile bending moments which closely correspond to moments caused by same load applied statically.

Subject Headings: Lateral loads | Model analysis | Load factors | Piles | Soil dynamics | Load tests | Vertical loads | Moment (mechanics) | Pile tests | Model tests

Services: Buy this book/Buy this article


Return to search