研究冰凝结特征和变形规律的二维正高高的冰
Genglong Zhao1,2, Zhilong Zhang1,2, Jiangang Chen3,4
1College of Civil Engineering and Architecture, Xinjiang University, Urumqi, 830000, Xinjiang, China.
Scientific reports
|November 5, 2025
概括
这项研究调查了新疆高山斜坡的二维结,揭示了热量,水和力动力学相结合的热量,水和力动力学驱动结在结的土壤亚等级. 了解这些机制对于预防寒冷地区的道路床疾病至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 永久土科学 永久土科学
- 寒冷地区工程 寒冷地区工程
背景情况:
- 阿尔卑斯山脉山区由于永久土而面临独特的地质技术挑战.
- 斜坡的稳定性受到冷土壤中升现象的重大影响.
研究的目的:
- 在二维结条件下研究冰起重分离特征和泥和泥粘土的变形规律.
- 建立一个水热合数值模型,用于预测斜坡上的结土壤行为.
主要方法:
- 进行实验室实验以分析温度,湿度和位移场.
- 采用理论分析和数值建模来模拟热水合过程.
- 基于实验数据,开发了冰晶生长标准的数值计算模型.
主要成果:
- 二维结会导致温度梯度和水的水平迁移到结区域.
- 冰潮的移动经历了三个不同的阶段:初始的移动,快速的发展和稳定.
- 观察到不均的冰起重变形,土壤样本的中心变化更大.
结论:
- 热,水和力的二维合被确定为斜坡结土壤路床疾病背后的主要机制.
- 开发的数值模型准确地预测温度,湿度和位移场,验证实验结果.
- 这项研究提供了一种可靠的工具,用于预测和减轻寒冷地区斜坡道路床上的风.
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