压力-应变的压缩混凝土的行为作为一个特殊的人类土壤
Katarzyna Gabryś1, Katarzyna Dołżyk-Szypcio2, Zenon Szypcio2
1Water Centre WULS, Warsaw University of Life Sciences-WULS, 6 Ciszewskiego Street, 02-787 Warsaw, Poland.
Materials (Basel, Switzerland)
|December 9, 2023
概括
在粉碎混凝土中,应力-塑料膨胀关系是使用三轴压缩试验来研究的. 受粒形状影响的压碎效应改变了这种关系,特别是在低应力下,与石英砂的行为不同.
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:
- 应力-塑料扩张关系对于理解地质材料的行为至关重要.
- 现有的研究往往忽略了在剪切应力下压混凝土的独特特性.
研究的目的:
- 为了研究压力-塑料扩张关系的粉碎混凝土.
- 分析压碎效应在排水和未排水条件下对这种关系的影响.
主要方法:
- 排水和未排水的三轴压缩试验是在压碎的混凝土上进行的.
- 摩擦状态概念被应用来分析应力-塑料膨胀关系.
主要成果:
- 破碎混凝土的扩展性故障状态线因破碎效应而有比石英砂更的斜坡.
- 在压混凝土中,由于其角粒形状,在较低的应力水平下观察到粉碎效应.
- 发现压碎效应参数在排水和未排水条件下都是相似的.
结论:
- 摩擦状态概念有效地描述了压力比率-塑料扩张关系在碎混凝土.
- 在剪切过程中特有的地质材料行为在应力比率-塑料膨胀平面中得到了独特的可视化.
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