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A New Method for Reducing Collapsibility of Loess Foundation with Thicker Deposit: The Borehole Preimmersion Method

机译:一种用厚沉积物降低黄土基础折叠的新方法:钻孔前偏美法

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At present, there are some key issues in the traditional preimmersion method for reducing the collapsibility of the loess ground, such as the difficulty in determining the total water consumption and the long immersion time. In response to these issues, a new method, the borehole preimmersion method, is presented, and a specific theoretical design model is proposed for application in projects. The method is specifically discussed from a new perspective, and the diffusion mechanism and evolution law of water in the ground are presented in detail through theoretical analysis and numerical calculation, respectively. The water diffusion is a mushroom-type form for a single water injection hole immersed in water. A calculation model derived for a single water injection hole or a group of water injection holes based on the research results is used to calculate the volumes of soaked loess and the total water consumption. Through an in situ immersion test, the treatment effect of this method is evaluated to verify the rationality of the method and the theoretical calculation model proposed in this study, which provides a new method and theoretical framework for effectively reducing the collapsibility of the loess ground.
机译:目前,传统的预偏美方法中存在一些关键问题,用于降低黄土地面的可折叠,例如确定总用水量和长浸入时间的难度。响应于这些问题,提出了一种新方法,钻孔预热方法,以及在项目中应用了特定的理论设计模型。该方法从新的角度表具体讨论,并通过理论分析和数值计算详细介绍了地面中的漫射机制和水的演化法。水扩散是一种浸入水中的单喷水孔的蘑菇型形式。用于基于研究结果的单个注水孔或一组水注入孔的计算模型用于计算浸泡黄土的体积和总耗水量。通过原位浸渍试验,评估该方法的处理效果以验证该研究中提出的方法的合理性和理论计算模型,提供了一种新的方法和理论框架,用于有效地降低黄土地面的塌陷。

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