Experimental Investigation of the Impact of Necking Position on Pile Capacity Assisted with Transparent Soil Technology
Necking in different positions of a pile body has a significant influence on the bearing performance of a single pile. The transparent soil model experiment was adopted to investigate the impacts of necking positions on the vertical bearing capacity of a single pile and the soil deformation around t...
Saved in:
Main Authors: | Qingnian Yang, Jianli Shao, Zhijun Xu, Yu Miao |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/9965974 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental Study on Bearing Characteristics and Soil Deformation of Necking Pile with Cap Using Transparent Soils Technology
by: Zhijun Xu, et al.
Published: (2021-01-01) -
Quantification of the Transparency of the Transparent Soil in Geotechnical Modeling
by: Li-Da Yi, et al.
Published: (2018-01-01) -
Soil-Pile Interaction in the Pile Vertical Vibration Based on Fictitious Soil-Pile Model
by: Guodong Deng, et al.
Published: (2014-01-01) -
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) -
Study on the Bearing Capacity of High-Cap Inclined Pile Foundations
by: Guodong Shao, et al.
Published: (2022-01-01)