Upper bound solution of a laterally loaded rigid monopile in normally consolidated clay
10.1016/j.compgeo.2017.07.009
Saved in:
Main Authors: | Yu, J, Huang, M, Leung, CF, Li, S |
---|---|
Other Authors: | CIVIL AND ENVIRONMENTAL ENGINEERING |
Format: | Article |
Published: |
Elsevier BV
2021
|
Online Access: | https://scholarbank.nus.edu.sg/handle/10635/210576 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | National University of Singapore |
Similar Items
-
Response of monopile foundations under cyclic lateral loading in normally consolidated clay
by: Yu, J, et al.
Published: (2021) -
Load-displacement and upper-bound solutions of a loaded laterally pile in clay based on a total-displacement-loading EMSD method
by: Yu, J, et al.
Published: (2021) -
Application of T-bar in numerical simulations of a monopile subjected to lateral cyclic load
by: Jian Yu, et al.
Published: (2018) -
Bounding-surface-based p-y model for laterally loaded piles in undrained clay
by: Yu, J, et al.
Published: (2021) -
Upper bound analysis of rectangular surface footings on clay with linearly increasing strength
by: Li, S, et al.
Published: (2021)