Light rain or moderate rain is the most common meteorological event in the rainy season in the loess area of China, so the probability of landslide hazards induced by the coupling effect of earthquakes and rainfall under the condition of light rain or moderate rain is relatively higher than that under heavy rain. To study the dynamic response characteristics and instability mechanism of loess slopes by the coupling effect of earthquakes and rainfall under the conditions of moderate rain and light rain, a low-angle slope model test of a large-scale shaking table after 10 mm of rainfall was carried out. By gradually increasing the dynamic loading, the evolution of the macroscopic deformation and the instability failure mode of the slope model are observed; the temporal and spatial trends of the amplification effect, acceleration spectrum, pore pressure and soil pressure are analyzed; and the failure mechanism of the slope is determined. The results showed that the amplification effect increased along the slope surface upward, and a strong amplification effect appeared at the front of the top of the slope. Because of the stronger dynamic stress action on the upper part of the slope, the immersed soil in the upper part of the slope experienced seismic subsidence deformation, the saturation in the seismic subsidence soil increased, and the water content temporarily increased locally. With the further increase in the loading intensity, a large number of tension cracks were generated in the seismic subsidence area, and water infiltrated down along the cracks and the wetting range expanded under dynamic action. The range of seismic subsidence and cracks further extended to the deep part of the slope. Under the reciprocating action of the subsequent ground motion, the swing amplitude of the soil mass in the seismic subsidence area, which is divided by a large number of cracks in the upper part of the slope, increased further, resulting in the further reduction in the residual strength of the seismic subsidence soil mass located at the crack tip due to the pull and shear action. Finally, under the combined action of gravity and dynamic force, the upper soil mass in the seismic subsidence area dragged the lower soil mass in the seismic subsidence area downward because the sliding force is greater than the residual strength of the soil mass, which induced a seismic subsidence-type loess landslide. Under the coupling effect of earthquakes and rainfall, the instability mode and mechanism of this landslide are significantly different from those of liquefaction-type landslides.
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MA Xingyu WANG Lanmin WANG Qian WANG Ping ZHONG Xiumei PU Xiaowu LIU Fuqiang XU Xiaowei 《中国地震研究》2020,34(4):469-481
Based on the dynamic triaxial liquefaction test of the loess samples which are taken from Shibei tableland, Guyuan City, Ningxia, China, the characteristics of dynamic strain, dynamic stress and pore water pressure are studied under cyclic loading. Triaxial shear test is conducted immediately after the sample reaches liquefaction point. During the test, the property of the liquefied soil is analyzed through fluid mechanics method, whereby the fluidity of the liquefied soil is represented by apparent viscosity.The results show that the fluidity of liquefied loess changes from "shear thickening" to "shear thinning" as the shear force continues, and the fluidity of liquefied loess is closely related to its structure. In addition, in the process of forming a new stable state, the apparent viscosity and deviant stress change with axial strain in a similar approach. When the sample reaches its stable state, it meanwhile shows a relatively stable apparent viscosity. According to the fluid mechanics and the law of conservation of energy, the slip distance of the liquefied soil is estimated, and the results are in good agreement with the field investigation results. 相似文献
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为研究1920年海原地震中石碑塬地区液化滑移灾害的形成机制、滑移特征及滑移距离，对石碑塬液化滑移区进行钻孔勘探、取样以及探槽开挖。分别对钻孔及所取试样进行剪切波速测试及颗粒分析、室内动三轴试验，得出石碑塬液化滑移区地层分布情况、震时液化土体层位以及不同地震烈度条件下砂质黄土层的液化情况。综合分析钻孔勘探、颗粒分析、动三轴试验结果，揭示出海原地震中石碑塬黄土地层液化滑移灾害的形成机制：砂质黄土层液化后在自重应力以及地震力的共同作用下"托浮"第一古土壤层以及上部"粉尘化"的非饱和黄土层沿缓斜坡运动，并利用液化滑移地层滑距公式对滑移距离进行估算，得到结果为223.35 m，与实际情况较为相符。研究结果可为黄土地层液化滑移灾害的预防提供一定的借鉴意义。 相似文献
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加密自动气象站实时监控与查询显示系统 总被引：4，自引：2，他引：2
张家口于2005年建立首批60套雨量、温度两要素加密自动气象站,并于汛期投入应用.为有效利用加密 自动气象站资料,充分发挥加密自动气象站资料高时空分辨率的特点,结合日常业务运行流程和公众服务的需求, 研制了"加密自动气象站实时监控与查询显示系统".该系统集数据查询、统计计算、自动绘制雨量等值线图、文件 输出、报警监控等于一体,具有界面美观、易于操作、自动化程度高等特点.业务运行表明该系统功能实用、运行稳 定、查询速度快、输出图表清晰美观,适合在基层业务部门推广应用. 相似文献
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河口潮汐过程受上游径流、外海潮波等综合因素影响,动力机制复杂,潮位预报难度大。本文提出了一种基于非稳态调和分析（NS_TIDE）和长短时记忆（LSTM）神经网络的混合模型,对河口潮位进行12~48 h短期预报。该模型首先对河口实测潮汐数据进行非稳态调和分析,通过与实测资料对比得到分析误差的时序序列;以此作为LSTM神经网络的输入数据,通过网络学习并预测未来12~48 h潮位预报误差,据此对NS_TIDE的预测结果进行实时校正。利用该模型对2020年长江口潮位过程进行了预报检验,结果表明混合模型12 h、24 h、36 h和48 h短期水位预报的均方根误差（RMSE）相比NS_TIDE模型至多分别降低了0.16 m、0.15 m、0.14 m和0.12 m;针对2020年南京站最高水位预测,NS_TIDE模型预报误差为0.64 m,而混合模型预报误差仅为0.10 m。 相似文献
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气氡观测脱气装置改造的试验研究 总被引：3，自引：1，他引：2
SD-3A自动仪器是“九五”期间中国地震局研制的自动测氡仪器,其脱气装置需要根据观测点的具体情况自行设计、制造。为此,笔者通过对武都殿沟泉脱气装置反复试验、改造,研制完成的脱气装置在武都气氡观测中获得良好效果：整点观测值的离散度明显减小,在6个月中（2002年2月至7月）有101个值超过3倍的均方差,降低到（2003年2月至7月）超过3倍的均方差的数值为零,观测值日变化幅度从几千Bq／L,降低到100Bq／L左右。。 相似文献
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莺歌海盆地东方A气田莺歌海组的沉积模式存在争议。综合利用岩心、录井、测井等资料分析沉积相类型,在此基础上结合地震多属性及单井、连井分析,研究各气组的沉积演化,并对东方A气田沉积相形成的控制因素进行了总结。莺歌海组二段沉积时期发育三种沉积微相,分别为浊积席状砂、滨外滩坝及滨外泥。该段Ⅲ、Ⅱ气组主要发育来自西部物源的海底扇外扇浊积席状砂,Ⅰ气组主要为滨外滩坝沉积,滨外泥在各气组均有发育。东方A气田的沉积相受控于盆地的二级坡折带及沉积时期底辟的发生。本次研究关于莺歌海组二段浊积席状砂的认识,改变了以往强调东部海南岛物源的滨外滩坝的模式,为后期的开发调整起到了积极有效的作用。 相似文献
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