Side Friction of Rock-Socketed Piles Involving Thick Sediment
This paper investigates the skin friction transfer characteristics of the rock-socketed section of a rock-socketed pile resting on thick sediment by conducting in situ core-drilling tests and static loading tests. Test results show that when using the impact hole-forming method in weakly cemented so...
Saved in:
Main Authors: | Tie Hang Wang, Liang Zhang, Yan Zhou Hao, Xin Jin |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/8882698 |
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) -
Numerical Analysis of Horizontal Impact Resistance of Rock Socketed Pile with Steel Casing
by: Xiaolong Zhang, et al.
Published: (2022-01-01) -
Load-Bearing Characteristics of Large-Diameter Rock-Socketed Piles Based on Ultimate Load Tests
by: Xueying Liu, et al.
Published: (2020-01-01) -
Calculation Method for the Critical Thickness of a Karst Cave Roof at the Bottom of a Socketed Pile
by: Nie Qingke, et al.
Published: (2021-01-01) -
Estimation of Ultimate Bearing Capacity in Rock-Socketed Piles Using Optimized Machine Learning Approaches
by: Ali Hassan, et al.
Published: (2023-12-01)