关于单个堆的垂直压力承载能力的实验研究在威海河第二层露台
Xin Du1,2, Fengyin Liu3
1School of Civil Engineering and Architecture, Xi'an University of Technology, Xi'an, 710048, Shaanxi, China. duxin202505@163.com.
Scientific reports
|October 17, 2025
概括
在河露台的基础堆稳定性至关重要. 堆通过侧面摩擦获得最大容量,而不是末端阻力,接口剪切行为因土壤类型而异.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 设计基金会设计基金会设计基金会
背景情况:
- 基石堆稳定性对于中国西北部的河二级露台工程至关重要.
- 了解堆-土壤接口行为对于可靠的基础设计至关重要.
研究的目的:
- 为了研究现场造堆的轴承行为.
- 为了分析河露台沉积物中土接口的剪切特性.
主要方法:
- 现场建造了三个造在位堆,嵌入了加固应力计.
- 静态垂直压缩测试使用稀疏至密集的负载策略.
- 基于实验室的比较接口剪切测试.
主要成果:
- 柱子侧摩擦阻力构成了承载能力的主要组成部分.
- 终端阻力对整体承载能力的贡献是最小的.
- 土界面剪切应力移位曲线呈现出三种不同的类型:应变硬化,应变软化和理想的弹性塑料.
结论:
- 该研究对二级露台沉积物中堆支-变形关系和负载转移机制进行了分类.
- 这些发现为优化岩露台环境中的柱基础设计提供了实际指导.
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