Anti-slide mechanisms of combined friction/embedment actions and design approach of large-diameter-pile-enhanced gravity anchorage for suspension bridges
Civil Engineering|更新时间:2025-11-05
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Anti-slide mechanisms of combined friction/embedment actions and design approach of large-diameter-pile-enhanced gravity anchorage for suspension bridges
“In the field of infrastructure construction, experts have revealed the anti sliding mechanism of large-diameter embedded pile gravity anchors through three-dimensional solid elastoplastic numerical analysis, providing a new solution for improving anchor stability.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 5, Pages: 186-198(2025)
作者机构:
1.西南交通大学 土木工程学院,成都 610031
2.中国电建集团华东勘测设计研究院有限公司, 杭州 311122
作者简介:
WU Shouxin (1966- ), PhD, main research interests: long-span bridges, bridge foundations, geomechanics, E-mail: swu@home.swjtu.edu.cn.
基金信息:
Major Research Project of Huadong Engineering Corporation Limited of Power China(KY2019-JT-22)
WU Shouxin,LI Xiaogang,FENG Jun.Anti-slide mechanisms of combined friction/embedment actions and design approach of large-diameter-pile-enhanced gravity anchorage for suspension bridges[J].Journal of Civil and Environmental Engineering,2025,47(05):186-198.
WU Shouxin,LI Xiaogang,FENG Jun.Anti-slide mechanisms of combined friction/embedment actions and design approach of large-diameter-pile-enhanced gravity anchorage for suspension bridges[J].Journal of Civil and Environmental Engineering,2025,47(05):186-198. DOI: 10.11835/j.issn.2096-6717.2024.072.
Anti-slide mechanisms of combined friction/embedment actions and design approach of large-diameter-pile-enhanced gravity anchorage for suspension bridges
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