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首页> 外文期刊>Japanese Geotechnical Journal >沢埋め盛土を対象とした簡易安定性評価手法の提案とその検証事例
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沢埋め盛土を対象とした簡易安定性評価手法の提案とその検証事例

机译:Sawaburi土壤简单稳定性评价方法的建议及其验证实例

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摘要

In this paper, a simple cost-effective method for evaluating the stability of existing embankment is proposed. This proposed method would facilitate engineers to identify unstable embankments, and also to provide valuable information to select an appropriate countermeasure. This proposed method is comprised of surface geological exploration, dynamic cone penetration test, vibro-cone sampling, and simple stability analysis. Based on a couple of case studies, it is manifested that the proposed method provides a factor of safely, being slightly lower than that from the conventional method for detailed investigation, implying the adequacy when using the proposed method for screening aseismic stability of embankments. It is also suggested that the application of the proposed method would be greatly enhanced when the strength of fill material as well as the water level in the fill are both properly estimated.
机译:本文提出了一种简单有效的方法来评估现有路堤的稳定性。这种建议的方法将有助于工程师识别不稳定的路堤,并为选择合适的对策提供有价值的信息。该方法包括地表地质勘探,动态锥体穿透试验,振动锥取样和简单的稳定性分析。基于几个案例研究,表明所提出的方法提供了一个安全的因素,比传统方法进行详细调查时要低一些,这意味着使用所提出的方法来筛选路堤的抗震稳定性是足够的。还建议,当适当地估计填充材料的强度以及填充物中的水位时,将大大提高所提出方法的应用。

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