Numerical Analysis of Horizontal Impact Resistance of Rock Socketed Pile with Steel Casing
Based on a Wharf project in Chongqing, this paper carries out experimental research and nonlinear finite element analysis on the impact resistance of steel casing rock socketed pile of inland river frame Wharf under horizontal impact load. The results show that the impact force and its growth rate,...
Saved in:
Main Authors: | Xiaolong Zhang, Lunliang Duan, Duoyin Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/1167025 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical Analysis of the End-Suspended Pile and the Rock-Socketed Pile Bearing Capacity of a Soil-Rock Composite Foundation Pit
by: Xiaobo Xing, et al.
Published: (2022-01-01) -
Experimental Study on Pile-Soil Interaction Response in Saturated Sand under Long-Term Horizontal Cyclic Loading
by: Lei Xing, et al.
Published: (2021-01-01) -
Side Friction of Rock-Socketed Piles Involving Thick Sediment
by: Tie Hang Wang, et al.
Published: (2020-01-01) -
Estimation of Ultimate Bearing Capacity in Rock-Socketed Piles Using Optimized Machine Learning Approaches
by: Ali Hassan, et al.
Published: (2023-12-01) -
Load-Bearing Characteristics of Large-Diameter Rock-Socketed Piles Based on Ultimate Load Tests
by: Xueying Liu, et al.
Published: (2020-01-01)