The pullout capacity and behavior of helical anchors in dense sand
|更新时间:2025-09-17
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The pullout capacity and behavior of helical anchors in dense sand
“In the field of studying the pull-out failure mode of spiral anchors in sandy soil, experts have proposed a new bearing capacity prediction formula through indoor experiments and numerical simulations, providing a solution to the problem of spiral anchor failure.”
Journal of Civil and Environmental EngineeringPages: 1-14(2025)
作者机构:
1.国网河南省电力公司电力科学研究院,郑州 450001
2.河南城建学院 土木与交通工程学院,河南 平顶山 467036
作者简介:
brief: LIU Guanghui (1988-), PhD, main research interests: disaster prevention and mitigation technologies for transmission lines, E-mail: 1035896381@qq.com.
基金信息:
National Natural Science Foundation of China(52208165);National Grid Scientific Research Project(5500-202324543A-3-2-ZN);Training Program for Young Backbone Teachers in Higher Education Institutions of Henan Province(2024GGJS125);Academic and Technical Leader Training Project of Henan University of Urban Construction(YCJXSJSDTR202202)
LIU Guanghui,QU Songzhao,ZHANG Bo,et al.The pullout capacity and behavior of helical anchors in dense sand[J].Journal of Civil and Environmental Engineering,
LIU Guanghui,QU Songzhao,ZHANG Bo,et al.The pullout capacity and behavior of helical anchors in dense sand[J].Journal of Civil and Environmental Engineering,DOI:10.11835/j.issn.2096-6717.2025.091.
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