Numerical Simulation of Uplift Behavior of a Rock-Socketed Pier Anchored by Inclined Anchors in Rock Masses
The rock-socketed pier anchored by inclined anchors (RPIA) is a new type of foundation developed by combining a rock-socketed pier and inclined anchors. Current research on RPIA is relatively limited, and the impact of design parameters on its bearing performance remains unclear. To investigate the...
Saved in:
| Main Authors: | Yuan Peng, Qijun Shu, Huayu Zhang, Hao Huang, Yiqing Zhang, Zengzhen Qian |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2024-12-01
|
| Series: | Buildings |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2075-5309/14/12/3987 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical study on bearing performance of rock socketed pile anchored by inclined anchors under uplift and horizontal combined load
by: Zilu Xie, et al.
Published: (2025-08-01) -
Selection of an Optimum Anchoring Method of Composite Rock Stratum Based on Anchor Bolt Support Prestress Field
by: Yiqun Zhou, et al.
Published: (2025-06-01) -
Research on flexible anchor cable support technology for large deformation surrounding rock in roadway
by: Qingju QIN, et al.
Published: (2025-08-01) -
Research on the characteristics and mechanism of bottom expansion backfilling anchoring reinforcement in fractured surrounding rock roadway
by: Shuai Wang, et al.
Published: (2025-07-01) -
An Analysis of Rock Bolt Dynamic Responses to Evaluate the Anchoring Degree of Fixation
by: Alberto Godio, et al.
Published: (2025-02-01)