<?xml version="1.1" encoding="utf-8"?>
<article xsi:noNamespaceSchemaLocation="http://jats.nlm.nih.gov/publishing/1.1/xsd/JATS-journalpublishing1-mathml3.xsd" dtd-version="1.1" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"><front><journal-meta><journal-id journal-id-type="publisher-id">JWA</journal-id><journal-title-group><journal-title>Journal of World Architecture</journal-title></journal-title-group><issn>2208-3480</issn><eissn>2208-3499</eissn><publisher><publisher-name>Bio-Byword Scientific Publishing Pty. Ltd.</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.26689/jwa.v10i3.15362</article-id><article-categories><subj-group subj-group-type="heading"><subject>Article</subject></subj-group></article-categories><title>Research on Load Transfer Law of Combined Reinforcement Using Anchor Cable Frames and Anti-slide Piles: Dynamic Analysis Based on Pile-Soil Contact Stress</title><url>https://artdesignp.com/journal/JWA/10/3/10.26689/jwa.v10i3.15362</url><author>YuJianghong,WangZhongbo,ZhaoShangyi</author><pub-date pub-type="publication-year"><year>2026</year></pub-date><volume>10</volume><issue>3</issue><history><date date-type="pub"><published-time>2026-07-10</published-time></date></history><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.</abstract><keywords/></article-meta></front><body/><back><ref-list><ref id="B1" content-type="article"><label>1</label><element-citation publication-type="journal"><p>Han G, 2024, Construction Technology of Prestressed Anchor Cable Anti-Slide Piles for High Slope Roads. Northern Architecture, 2024(2): 104–107.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B2" content-type="article"><label>2</label><element-citation publication-type="journal"><p>Qin SW, 2024, Research on the Stability and Reinforcement Scheme Optimization of Slope Anchor Cable Anti-Slide Piles. Western China Communications Science &amp; Technology, 2024(3): 15–19.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B3" content-type="article"><label>3</label><element-citation publication-type="journal"><p>Zhang HH, 2024, Comprehensive Application of Anchor Cable Frame Beams and Anti-Slide Pile Technology in Highway Landslide Control. Transpoworld, 2024(32): 8–10.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B4" content-type="article"><label>4</label><element-citation publication-type="journal"><p>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.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B5" content-type="article"><label>5</label><element-citation publication-type="journal"><p>Ma MQ, 2025, Stability Analysis and Support Measure Effectiveness Research During the Excavation Process of Bedding Rock Slopes. Stone Materials, 2025(3): 40–42.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B6" content-type="article"><label>6</label><element-citation publication-type="journal"><p>Chen BH, 2025, Research on Geological Exploration Technology for Landslides in Fractured Rock Mass Zones Triggered by Heavy Rainfall. 2025(5): 33–35.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B7" content-type="article"><label>7</label><element-citation publication-type="journal"><p>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.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B8" content-type="article"><label>8</label><element-citation publication-type="journal"><p>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.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B9" content-type="article"><label>9</label><element-citation publication-type="journal"><p>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.</p><pub-id pub-id-type="doi"/></element-citation></ref><ref id="B10" content-type="article"><label>10</label><element-citation publication-type="journal"><p>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.</p><pub-id pub-id-type="doi"/></element-citation></ref></ref-list></back></article>
