Response of stiff piles to random two-way lateral loading
A model for predicting the accumulated rotation of stiff piles under random two-way loading is presented. The model is based on a strain superposition rule similar to Miner's rule and uses rainflow-counting to decompose a random time-series of varying loads into a set of simple load reversals....
Main Authors: | Leblanc, C, Byrne, B, Houlsby, G |
---|---|
Format: | Journal article |
Language: | English |
Published: |
2010
|
Similar Items
-
Response of stiff piles in sand to long-term cyclic lateral loading
by: Leblanc, C, et al.
Published: (2010) -
Rigid pile response to cyclic lateral loading: laboratory tests
by: Abadie, C, et al.
Published: (2019) -
Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden
by: Byrne, B, et al.
Published: (2019) -
Finite element modelling of laterally loaded piles in a stiff glacial clay till at Cowden
by: Zdravkovic, L, et al.
Published: (2019) -
THE LIMITING PRESSURE ON A CIRCULAR PILE LOADED LATERALLY IN COHESIVE SOIL
by: Randolph, M, et al.
Published: (1984)