Probability assessment of slope instability in seasonally cold regions under climate change

Yulong Zhu, T. Ishikawa, T. Yamada, S. Subramanian
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引用次数: 2

Abstract

To semi-quantitatively assess the effects of climate change on the slope failures, this paper proposes an effective approach for evaluating the influences of climate change on slope stability in seasonally cold regions. To discuss climate change, this study firstly analyzes the trend of the two main climate factors (precipitation and air temperature) based on the regression analysis results of the meteorological monitoring data during the past 120 years in different scales (e.g., world, country (Japan), and city (Sapporo)), and the downscaled outputs of three different regional atmospheric models (RAMs) with lateral boundary conditions from three different general circulation models (GCMs). Next, to discuss the effects of different climate factors (air temperature, precipitation, etc.) and to determine the key climate factors on the slope instability, a slope stability assessment approach for evaluating the effects of climate changes on slope instability is proposed through the water content simulation and slope stability analysis with considering freeze-thaw action. Finally, to check the effectiveness of the above assessment approach, assessment of instability of an actual highway embankment slope with the local layer geometry is done by applying the past and predicted future climate data. The results indicate that affected by global warming, the air temperature rise in some cold cities is more serious. The climate changes (especially the increase in precipitation) in the future will increase the infiltration during the Spring season. It will lengthen the time that the highway slope is in an unstable state due to high volumetric water content, causing the occurrence of slope failures will be more concentrated in April. While during the Ssummer-Autumn period, the time domain of its occurrence will become wider.
气候变化下季节寒区边坡失稳概率评估
为了半定量地评价气候变化对边坡失稳的影响,本文提出了一种评价气候变化对季节性寒区边坡稳定性影响的有效方法。为了探讨气候变化问题,本文首先基于近120年不同尺度(世界、国家(日本)和城市(札幌))的气象监测资料的回归分析结果,以及三种不同大气环流模式(GCMs)在侧向边界条件下的三种不同区域大气模式(RAMs)的降尺度输出,分析了降水和气温两个主要气候因子的变化趋势。其次,为探讨不同气候因子(气温、降水等)对边坡失稳的影响,确定关键气候因子对边坡失稳的影响,提出了一种考虑冻融作用的通过含水量模拟和边坡稳定性分析来评价气候变化对边坡失稳影响的边坡稳定性评价方法。最后,为了验证上述评估方法的有效性,应用过去和预测的未来气候数据,对实际公路路堤边坡进行了具有局部层几何的失稳评估。结果表明,受全球变暖的影响,部分寒冷城市的气温上升更为严重。未来的气候变化(特别是降水的增加)将增加春季的入渗。高体积含水率将延长高速公路边坡处于不稳定状态的时间,导致边坡破坏的发生将更加集中在4月份。而在夏秋季,其发生的时域会变宽。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
5.70
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审稿时长
13 weeks
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