降低耐用性对使用中斜坡的长期稳定性的影响,这些斜坡具有钢筋混凝土支结构
Wenya Ye1, Yongzheng Ma2, Cuigui Qin3
1Ningbo University of Technology, Ningbo, 315211, Zhejiang, China. 763425011@qq.com.
Scientific reports
|September 12, 2024
概括
斜坡耐久性降低显著影响稳定性,增加4-8倍的位移. 定期维护对于长期运行斜坡安全和防止故障至关重要.
科学领域:
- 土木工程 土木工程是指土木工程.
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
背景情况:
- 斜坡的稳定性受到材料耐用性随着时间的推移而降低的严重影响.
- 钢筋混凝土 (RC) 结构容易受到影响其长期性能的环境因素的影响.
- 了解耐用性降低对于预测和减轻斜坡故障至关重要.
研究的目的:
- 开发和验证一个耐用性模型来评估RC支结构的斜坡稳定性.
- 通过理论和实验分析,研究环境退化对斜坡性能的影响.
- 预测斜坡的长期耐用性和稳定性,并为维护策略提供信息.
主要方法:
- 基于RC结构的经典原则开发耐用性模型.
- 进行模型测试,比较环境影响下的标准和减弱斜率模型.
- 使用有限元分析来预测降解,螺栓性能和最终承载能力.
主要成果:
- 碳化/中和 (CN) 的理论预测与模型测试结果保持一致.
- 与标准斜坡相比,减弱斜坡的表面位移是标准斜坡的4-8倍.
- 预计安全系数每年稳步下降 (2.3-2.4‰) 和螺栓在20-30年内可能发生故障.
结论:
- 斜坡耐久性降低显著损害了长期稳定性,增加了故障易感性.
- 及时的维护和加强干预对于确保斜坡的运行安全至关重要.
- 开发的模型为预测斜坡性能和计划必要的升级提供了有价值的工具.
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