现场直接切割试验和对用聚合物接增强的泥石石斜坡进行数值比较研究
Mengqiang Shen1, Zhichao Zhang2, Changguang Qi1
1School of Civil and Environmental Engineering, Ningbo University, 818 Fenghua Road, Ningbo, 315211, China.
Scientific reports
|November 18, 2024
概括
聚合物接显著提高了泥石石斜坡的切削强度,现场直接切削试验和数值建模证实了这一点. 土密度与改善的剪切强度和延迟的产量直接相关.
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.
- 材料科学 是一种材料科学.
背景情况:
- 泥石石坡度容易发生剪切故障.
- 聚合物接是一种潜在的强化技术.
- 了解其对切削强度的影响对于斜坡稳定性至关重要.
研究的目的:
- 为了研究聚合物接后泥石石斜坡的剪切强度特征.
- 使用数值建模分析应力分布.
- 为工程应用提供洞察力.
主要方法:
- 在加强的斜坡上进行了现场直接切割试验.
- 开发了一个数值模型来模拟应力分布.
- 对比了实验和模拟数据.
主要成果:
- 聚合物接大幅增加了整体剪切强度,明显的应力峰值证明了这一点.
- 较高的合密度与更高的剪切强度和延迟的收成强度开始相关.
- 数字模拟显示了H形应力分布,应力绕过了接的柱子.
- 模拟结果与实验数据密切匹配,摩擦角度和凝聚力的偏差最小.
结论:
- 聚合物接是一种有效的方法来加强泥石石斜坡.
- 该研究为设计和实施接策略提供了有价值的数据.
- 这些发现支持使用数值建模来预测强化后的斜率行为.
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