利用环境噪声进行面波监测,探测滑坡区地下结构的时间变化

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Engineering Geology Pub Date : 2024-09-03 DOI:10.1016/j.enggeo.2024.107706
Chen Feng , Koshun Yamaoka , Ryoya Ikuta , Toshiki Watanabe , Shuhei Tsuji
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引用次数: 0

摘要

利用空间自相关(SPAC)这一简单而稳健的地震观测方法,对滑坡区地下结构的时间变化进行了监测。SPAC 方法通常用于土木工程,以估算一维(1D)地下结构。然而,在本研究中,我们监测了 SPAC 系数偏差的时间变化,以评估环境变化的影响和地下速度结构的变化。我们在日本静冈县西部森町的滑坡易发区使用了由 10 个地震仪组成的地震阵列,并在 2020 年 10 月至 2022 年 5 月期间进行了连续观测。我们利用多模式 SPAC(MMSPAC)方法,以所有观测时段不同距离的平均 SPAC 系数为参考,获得了一维速度结构模型。我们计算了 SPAC 系数相对于所有观测时段平均值的日变化。然后,我们对 SPAC 系数偏差进行了聚类分析,发现每周的变化可能是由于人类活动和附近溪流的溪涌影响造成的。在剔除溪流涌动群组并校正每周变化后,我们重新应用聚类分析,确定了两个主要群组。两个聚类之间的差异可归因于近地表(∼5 米)和深层(∼20 米)的结构变化,可能受到降雨导致的浅层地下水的影响。通过对观测点附近滑坡体位置的调查,我们认为 20 米深左右的结构变化可能与潜在滑动面的深度相对应。
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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Surface wave monitoring using ambient noise for detecting temporal variations in underground structures in landslide area

The temporal variation in subsurface structure of a landslide area was monitored using spatial autocorrelation (SPAC) as a simple and robust seismic observational method. The SPAC method is often used in civil engineering to estimate one-dimensional (1D) subsurface structures. However, in this study, we monitor the temporal variation in the SPAC coefficient deviation to evaluate environmental change effects and changes in the subsurface velocity structure. We used a seismic array comprising 10 seismometers in a landslide-prone area in Morimachi Town, western Shizuoka Prefecture, Japan, and continuous observations were performed from October 2020 – May 2022. We obtained a 1D velocity structural model as a reference using the multi-mode SPAC (MMSPAC) method with the averaged SPAC coefficients at different distances for all observation periods. We calculated the daily variation in SPAC coefficient relative to the average for all observation periods. We then applied cluster analysis to the SPAC coefficient deviation, which revealed weekly changes likely due to human activity and the effect of stream surges on nearby streams. After removing stream surge clusters and correcting for the weekly change, we reapplied cluster analysis to identify two major clusters. The differences between the two clusters can be attributed to structural changes in the very near surface (∼5 m) and deeper parts (∼20 m), likely influenced by shallow groundwater due to rainfall. By investigating the location of the landslide mass near the observation site, we suggest that structural changes around 20 m deep may correspond to the depth of potential slip surfaces.

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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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