ARTICLE
10 July 2026
Research on Load Transfer Law of Combined Reinforcement Using Anchor Cable Frames and Anti-slide Piles: Dynamic Analysis Based on Pile-Soil Contact Stress
Jianghong Yu Zhongbo Wang Shangyi Zhao
Show Less
1 Chongqing Institute of Engineering, Chongqing 400056, China,
2 Sichuan Xixiang Expressway Construction and Development Co., Ltd., Sichuan 615000, China,
© 2026 by the Authors. Licensee Whioce Publishing, Singapore. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution 4.0 International License ( https://creativecommons.org/licenses/by/4.0/ )
Abstract

From the perspective of dynamic analysis of pile-soil contact stress, this paper investigates the load transfer law of combined reinforcement using anchor cable frames and anti-slide piles. It encompasses the load transfer mechanism of the combined reinforcement using anchor cables and anti-slide piles, collaborative design judgment, and long-term performance prediction. The aim is to provide a reference for subsequent collaborative design and its application, thereby ensuring the effectiveness of the combined reinforcement.

References
Han G, 2024, Construction Technology of Prestressed Anchor Cable Anti-Slide Piles for High Slope Roads. Northern Architecture, 2024(2): 104–107.
Qin SW, 2024, Research on the Stability and Reinforcement Scheme Optimization of Slope Anchor Cable Anti-Slide Piles. Western China Communications Science & Technology, 2024(3): 15–19.
Zhang HH, 2024, Comprehensive Application of Anchor Cable Frame Beams and Anti-Slide Pile Technology in Highway Landslide Control. Transpoworld, 2024(32): 8–10.
Gao L, Zhang TW, Rao FQ, et al., 2024, Analysis of Catastrophic Mechanism and Sliding Force Response Law of High Slope Roads. Science Technology and Engineering, 24(11): 4741–4749.
Ma MQ, 2025, Stability Analysis and Support Measure Effectiveness Research During the Excavation Process of Bedding Rock Slopes. Stone Materials, 2025(3): 40–42.
Chen BH, 2025, Research on Geological Exploration Technology for Landslides in Fractured Rock Mass Zones Triggered by Heavy Rainfall. 2025(5): 33–35.
Yang JF, Lan FA, Li CF, et al., 2025, Research on the Instability Mode and Reinforcement of Rock Slopes Based on Three-Dimensional Numerical Simulation: A Case Study of a Typical Slope on the Sichuan Lexi Expressway. Geological Bulletin of China, 44(10): 1958–1971.
Wang XN, Wang QN, Shi YH, 2025, Analysis of the Causes of the Fengshushan Landslide and Comprehensive Control Measures. Geotechnical Engineering Technique, 39(4): 558–566.
Li P, He QL, 2024, Stability Analysis and Support Measure Research of a Bedding Rock Slope on an Expressway. Communications Science and Technology Management, 2024(17): 55–58.
Wang AJ, 2025, Construction Technology for Landslide Treatment at the Entrance of a Shallow-Buried, Biased Tunnel with Small Clear Distance. Heilongjiang Communications Science and Technology, 48(7): 103–107.
Share
Back to top