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关于河床覆盖层中石材料的尺度效应和机械性能的研究
Mengdie Zhao1, Ruiyu Kang1, Shoukai Chen2
1North China University of Water Resources and Electric Power, Zhengzhou, China.
用三轴切割试验测试了河床石的缩放方法. 类似的分级缩放产生了最强的材料,颗粒破裂最小,提高了机械稳定性.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 是一种材料科学.
背景情况:
- 河床石的现场测试由于其原始分级而带来了挑战.
- 了解缩放砂样本的机械行为对于准确的地质技术分析至关重要.
研究的目的:
- 评估三种缩放方法 (相同质量替代,相似分级,混合方法) 对河床石的有效性.
- 为了研究最大颗粒大小减小比 (M) 和限制压力对石的应力-应变行为,碎形尺寸和颗粒破裂的影响.
- 分析缩放对肯-弹性模型参数的影响.
主要方法:
- 大规模的三轴整合排水剪切测试是在缩小的石样本上进行的.
- 采用了三种缩放方法:等质量替代,相似分级和混合方法.
- 分析包括压力-应变行为,碎形维度,粒子破裂指数 (Bg) 和肯-模型参数 (k,Kb).
主要成果:
- 增加的限制压力增强了材料强度和颗粒破裂.
- 同样的分级方法导致了最高的强度,最小的碎形尺寸变化和最小的破损.
- 较高的最大颗粒大小减小比率 (M) 与峰值应力增加和肯-模型参数 (k,Kb) 相相关.
结论:
- 缩放方法显著影响河床石的机械性能和稳定性.
- 类似的分级方法在保持材料完整性和强度方面提供了卓越的性能.
- 较大的M值减少颗粒破裂,提高了缩放的石样本的整体机械稳定性.
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