首页|利用地震背景噪声自相关探测四川理县西山村滑坡结构

利用地震背景噪声自相关探测四川理县西山村滑坡结构

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地震背景噪声自相关法不需要人工震源或天然地震即可获得地下速度界面的反射响应,广泛应用于不同尺度的结构探测中.然而,由于多数土质滑坡体的厚度介于数米至百米之间且结构复杂,尽管其风化层和底部基岩界面上下的物性存在显著不同,地震背景噪声自相关方法在探测滑坡体结构的应用研究并不常见.为此,我们以四川理县西山村滑坡为例,尝试利用水平分量地震背景噪声自相关方法探测该滑坡体结构.首先,我们将连续噪声数据截取为长3600 s的时窗,再对每段数据进行时域归一化和谱白化,接着计算自相关函数并带通滤波到1~15 Hz,最终提取了台站下方滑坡体与基岩分界面的一次及多次反射S波响应.结果表明,西山村滑坡上22个台站的E分量自相关函数提取到的界面反射S波双程走时介于0.14~0.25 s,获得的滑坡体厚度为57~102 m.因为西山村滑坡体较薄,P波在自由地表和地下界面之间的双程走时小于0.1 s,导致P波反射响应无法从自相关函数的本征值中分辨出来.本研究对西山村滑坡部分台站的沉积层厚度进行了补充,结果表明西山村滑坡第四系沉积物呈北厚南薄的特征,且综合电法剖面与接收函数结果,滑坡内部100 m深度范围内有大面积低电阻率特征、高泊松比的含水层,抗滑能力差,若有降雨与地震的影响,北部的碎石堆积物容易脱落,对南部村落聚集地造成较大损失.
Structures of the Xishancun landslide in Lixian County,Sichuan,inferred from seismic ambient noise autocorrelations
The seismic ambient noise autocorrelation method is widely used to detect interface structures at different scales because it can obtain shallow underground reflection responses without artificial sources or natural earthquakes.However,the thickness of most soil landslides ranges from a few meters to a hundred meters with complex internal structures,despite significant difference in physical properties between the weathered layer and the bottom bedrock,the application of ambient noise autocorrelation is less common in detecting landslide structures.Therefore,we take the Xishancun landslide in Lixian County,Sichuan Province as an example,and try to apply the autocorrelation method to horizontal component seismic ambient noise to detect the landslide structures.Firstly,we cut the continuous noise data into segments with a time window of 3600 s,and adopt time domain normalization and spectral whitening to each segment.We then calculate autocorrelation functions and bandpass filter them to the frequency range of 1~15 Hz.Next,we extract the first and multiple S-wave reflection responses of the interface between the landslide and the bedrock directly beneath each station.The results show that the two-way travel time of the interface reflected S-wave extracted from the autocorrelation function of the E component of 22 stations in the Xishancun landslide is between 0.14~0.25 s.The thickness of the Xishancun landslide is 57~102 m.Because the landslide is relatively thin,the two-way P-wave travel times between the free surface and underground interface are less than 0.1 s,which makes it impossible to distinguish P-wave reflection responses from eigenvalues of the autocorrelation functions.This study provides more thickness constraints on the sediment layer at some monitoring stations in the Xishancun landslide.The results of this article indicate that the the Quaternary deposits of Xishancun landslide are thick in the north and thin in the south.Based on the result of electrical profile and receiver function,there is a large area of low resistivity and high Poisson's ratio aquifer within a depth range of 100 m inside the landslide,which has poor anti-slide ability.If there are heavy rainfalls or earthquakes,the gravel deposits in the north are prone to detachment,which will cause significant losses to the gathering areas of the southern villages.

Ambient noise autocorrelationS-wave reflectionXishancun landslide in Lixian CountyDepth of sliding surface

孙晓倩、储日升、曾求、谢军、盛敏汉、危自根、莫丽桦

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中国科学院精密测量科学与技术创新研究院,大地测量与地球动力学国家重点实验室,武汉 430077

中国科学院大学地球与行星科学学院,北京 100049

湖北省地质局地球物理勘探大队,武汉 430056

背景噪声自相关 S波反射 理县西山村滑坡 滑动面埋深

国家自然科学基金国家自然科学基金国家自然科学基金中国科学院战略性先导科技专项(B类)湖北省科技创新人才专项

42325401U20A209542374077XDB410202022022EJD015

2024

地球物理学报
中国地球物理学会 中国科学院地质与地球物理研究所

地球物理学报

CSTPCD北大核心
影响因子:3.703
ISSN:0001-5733
年,卷(期):2024.67(10)
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