Research on the bearing performance of HSCA high-strength preloaded expansion piles in calcareous sand foundation
Abstract With the rapid development of infrastructure construction on oceanic reefs, calcareous sand, as the primary medium of these reefs, exhibits unique physical and mechanical properties such as high void ratio, low strength, and susceptibility to particle breakage. These characteristics reduce...
Saved in:
Main Authors: | Tao Sun, Fang Wang, Jie Liu, Zhenxun Chen, Mingmin Tuo, Yunan Yang |
---|---|
Format: | Article |
Language: | English |
Published: |
Nature Portfolio
2025-01-01
|
Series: | Scientific Reports |
Subjects: | |
Online Access: | https://doi.org/10.1038/s41598-025-85412-5 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Bearing characteristics and continuous–discontinuous numerical analysis of a pressure grouting pile in a calcareous sand foundation
by: Qifen Cheng, et al.
Published: (2025-01-01) -
Analysis of Influence of Soft Ground Treatment by Vacuum Preloading on Adjacent Pile Foundation
by: ZHOU Qiong, et al.
Published: (2021-01-01) -
Particle breakage characteristics of calcareous sand under confined compression tests
by: Zhijiang Li, et al.
Published: (2025-01-01) -
Triaxial compression characteristics and brittleness evaluation of calcareous sand cemented with EICP and coir fiber
by: Xueliang Jiang, et al.
Published: (2025-03-01) -
Study on shear creep model of calcareous sand in China South Sea
by: Bin Tang, et al.
Published: (2025-01-01)