港湾盆地隔壁的机械行为 加强了新型的多式板
Jiayun Gao1,2, Xiaojun Li2, Yan Zhu2
1School of Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai, China.
PloS one
|January 8, 2026
概括
一种新的多板堆增强方法克服了传统系统的局限性. 这种创新方法提高了港口基础设施的稳定性,并通过优化位和预压力应用来减少板应力.
科学领域:
- 地质技术工程 地质技术工程
- 土木工程 土木工程是指土木工程.
- 结构工程 结构工程
背景情况:
- 传统的平行双支系统存在诸如负载不平衡,间距风险,设计偏差和维护挑战等局限性.
- 这些问题极大地影响了港湾流域隔壁增强器的性能和可靠性.
研究的目的:
- 引入和研究一种创新的多式板增强方法.
- 为了优化这个新型系统的参数,在港湾盆地隔壁增强中使用离心机模型测试.
- 解决地质工程应用中传统支持系统的局限性.
主要方法:
- 离心机模型测试被用来模拟港湾盆地板场景.
- 集成了数字图像关联 (DIC) 技术来分析定机制和土壤定相互作用.
- 进行了系统的参数优化,以评估新增增强方法的有效性.
主要成果:
- 挖掘深度被确定为影响码头墙机械响应的主要因素 (灵敏系数2.3).
- 领带杆水平间距显示低灵敏度 (0.018),允许动态优化.
- 多系统重组了应力路径,抑制了浅层土壤剪切变形,并将稳定性提高了34-41%.
结论:
- 拟议的多式板增强方法显著提高了港口基础设施的性能.
- 战略性安装和预应力应用可增强土壤的负载转移和稳定性.
- 复合材料预应力 anchor 系统通过增强刚性和压力再分配,减少了71.9-77.3%的板材堆曲时刻.
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