Reproduction of the Sedimentary Disturbance Phenomenon of the Diexi Ancient Landslide-Dammed Lake under Earthquake

Valuable geological and environmental information can be obtained from the 200 m thick lacustrine sediments in the Diexi lake(an ancient landslide-dammed lake) of the Minjiang River. The shaking table test method was employed to study the disturbance phenomena which occurred in the Diexi lake sediments. The results show that the disturbance phenomena were caused by liquefaction-induced flows in the unconsolidated lacustrine sediments, due to triggering by earthquakes. The deformations only occurred in unconsolidated sediment layers and not in consolidated layers. This means that a consolidated layer cannot be liquefied and disturbed again by an earthquake for a second time. The disturbance on one layer corresponds to only one earthquake. The temporal occurrence of earthquakes could be determined by disturbance layers generated at different ages. In total, 10 disturbed layers were found in the lacustrine sediments of the Diexi lake. The experiments showed that there were more than 10 earthquakes between 30 ka B.P. and 15 ka B.P. in the Diexi lake area based on the dating of the disturbed sediment layers.     

Possible relatedness between the outburst of the Diexi ancient dammed lake and ancient Chengdu's cultural change

The Diexi ancient dammed lake is in the upper reaches of the Minjiang River. Six terraces with lacustrine sediments occur at the base. These terraces are the products of the graded outburst of the Diexi ancient dammed lake. The outburst of the ancient dammed lake would certainly have had an impact on the Chengdu Plain in the lower reaches of the Minjiang River. In this paper, on-site sampling and laboratory analysis were used to analyze the sediments of the Diexi ancient dammed lake and the Jinsha site in Chengdu Plain, and the environmental indicators of each sediment layer were tested. Through a comparative analysis of the environmental indicators in the sediments at the two locations, the following results were obtained: the palaeoclimatic and palaeoenvironmental characteristics at the two locations generally show consistent changes. The most important finding is that the types and content of the major pollen taxa at the two locations are similar. The Pinus content strongly proves that the soil layers at the Jinsha site was sourced from the upper reaches of the Minjiang River. Considering that the demise of the ancient culture at the Jinsha site occurred close in time to the outburst of the ancient dammed lake, this similarity suggests that the cultural change at the Jinsha site may have been related to the outburst of the Diexi ancient dammed lake.     

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强震前典型重力场变化与数值预测实验

对中国大陆7次强震前出现的典型重力场变化图像（梯度带和四象限）及其量化参数进行总结。结果表明,目前采用的地震预测指标具有一定的不确定性,与测网观测时段、测点空间分布、变化幅值空间差异等具有密切关系;芦山地震前潮汐因子异常空间范围是流动重力典型变化范围的近10倍,可能与连续重力观测站的精度比流动重力联测高1个数量级有关。基于闭锁剪力模式提出利用典型重力变化图像进行地震数值预测的方法,强震前在孕震源存在的双力偶闭锁剪力的持续作用下,走滑型力偶会在地表引起四象限重力变化,倾滑型力偶会在地表引起二象限（梯度带）重力变化。预测回溯算例实验结果初步表明,该方法对走滑型和倾滑型地震的震级预测较为有效,同时可给出未来地震的地点和类型。     

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GMS气象卫星图像中的随机共振现象与强震活动关系探讨

国内外有关卫星热红外异常与地震关系的文献已有许多 ,但大部分是探讨或研究震源区地表及上空产生增温异常现象。天线附近背景噪声和强震前后形成的电磁波与卫星数据传输载波产生随机共振 ,造成卫星图像中出现特殊异常现象 ,这种异常与强震具有非常明显的对应关系 ,通过进一步研究 ,可以开拓电磁波随机共振应用的新领域进行短临地震预报。     

大震前小震活动的时空分形特征

应用分形理论与方法，计算了唐山、海城、澜沧－耿马地震前小震活动能量分布的信息维及其在空间上的差异和时间上的变化，结果表明：（１）局域空间分数维可以反映大震前小震活动能量分布的空间变化特征，大震发生在信息维中等值区；（２）局域时间分数维显示大震前小震活动存在降维过程，且大震发生在降维之后的升维过程中或发生在降维过程结束之时     

Insights into a giant landslide-prone area on the eastern margin of the Tibetan Plateau,China

A good understanding of giant landslide-prone areas could greatly enhance the understanding of the formation and failure mechanisms of giant landslides.In this study,a classic giant landslide-prone area named the Diexi area located along the upstream stretch of the Minjiang River on the eastern Tibetan Plateau is adopted to analyze the failure mechanism and evolution process by detailed field investigations,Unmanned Aerial Vehicle(UAV)images and a digital surface model(DSM).The results show that among the 37 giant landslides located in the Diexi area,18 landslides are transverse landslides(wedge failure),and the others are consequent landslides(buckling failure).All landslides blocked rivers,and some barrier lakes still remain.The Diexi area features special geological structural conditions related to the hinge section of the Jiaochang arc tectonic belt,the intersection of two active fault zones(the Songpinggou and Minjiang fault zones)and high levels of geostress.The numerous radial fissures induced by the Jiaochang arcuate belt provided lateral sliding boundaries for buckling deformation(consequent landslides)and head scarps for wedge failure(transverse landslides).The rapid incision(1.88 mm/yr)since the middle Pleistocene formed a deep gorge with steep slopes and strong lateral unloading.Frequent earthquakes and rainfall further reduced the rock mass integrity,and strong earthquakes or other factors triggered the landslides.     

On the unusual holocene carbonate sediment in lake Nam Co, central Tibet

In lacustrine sediments, aragonite is a widespread mineral, whereas monohydrocalcite is a rare carbonate mineral. In the cold and high-attitude Xizang （Tibetan） Plateau, where aragonite has been commonly found in lacustrine sediments, there is no aragonite, but low-Mg calcite, monohydrocalcite and trace dolomite. The lake receives solutes primarily from surface runoffs and remains fairly constant water chemistry for a long time. The total CaCO3 percentage in sediments could be controlled by evaporation and inflow of detrital materials. The absence of aragonite is unusual when compared to other lacustrine sediments from the Tibetan Plateau. This could be due to low Ca/Mg ratio, low salinity, low Mg and Ca concentration. Monohydrocalcite might precipitate from the lake water mediated by biological activities. Low-Mg calcite originated from minor ostracoda shell and the precipitation of lake water with biological activities.     

The changes of pigment contents and their environmental implications in the lake sediments of Ny-(A)lesund, Svalbard, the Arctic

According to palaeoclimatic and modern instrumental data, numerous studies have indicated that the Arctic climate has undergone a significant warming during the past 100 years, and this may lead to significant impact on the fragile lake ecosystem. In this study, we collected a lake sediment core from the Ny-(A)lesund of Svalbard and determined the concentrations of four pigments including chlorophyll derivatives, total carotenoids, oscillaxanthin and myxoxanthophyll in the sediments. Combined with other physical and chemical proxies such as calcium carbonate, total organic carbon, biogenic silicon etc., we have reconstructed the historical changes of lacustrine primary productivity in Ny-(A)lesund, especially for the past 100 years. The results showed that during the period of Little Ice Age (LIA), the climate was unfavorable for the growth of the lake algae, and thus the lacustrine productivity declined. This result was supported by the relatively low contents of pigment and biogenic silica in the sediments. In contrast, the contents of total organic carbon (TOC) and sediment pigments increased significantly in the upper 5 cm (~1890AD), reflecting the rapid growth of the lake algae, thus the great increase of lacustrine primary productivity, corresponding to the warming climate after LIA. However, the biogenic silica in the upper sediments still had a relatively low level, and this might be related to the growth competition with other algae species. Over the past 100 years, the ratio of Osc/Myx in the sediments decreased continuously, indicative of durative increase of myxoxanthophyll in blue-green algal pigments, and this might imply that the human activity had enhanced the nutrition level of the lake in the Arctic region.     

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Shaking table tests and numerical simulation of dynamic properties of underground structures

It is considered thai the damage of the underground structures caused by earthquakes is minor for a long time. However, the catastrophic damages induced by several recent earthquakes （e. g. Kobe earthquake in 1995 ） revealed that the study on the dynamic properties of the underground structures is indispensable. The dynamic behavior and damage mechanism of underground structure are analyzed by using shaking table tests （ both shallow-and deep-buried） and numerical simulation （3D FEM） including horizontal and vertical input motions, individually and simultaneously. From the results, the underground structure collapsed due to strong horizontal forces although vertical deformation is not negligible. The vertical excitation increases the response of structure, especially the stress and shear stress at the upper section; the soil influenced the property of soilstructure system. In the same excitation, the response in shallow-buried test is larger than deep case. Both overburden and vertical earthquake play important roles in the response of structure and those are two critical aspects in the design of the large-span underground structures, such as subway stations.     

龙门山前山断裂南段强震崩塌与1327年天全地震

具有强震孕育能力的龙门山前山断裂南段附近地区的强震事件仅有以史料记载的1327年天全地震和仪器记载的1970年大邑6.2级、2013年芦山7.0级地震,这些地震均引发大量的崩塌、滑坡。调查对比发现,沿龙门山断裂南段大川-双石断裂沿线的典型地段分布的历史地震崩塌范围和运移距离都大于芦山地震所触发的崩塌,崩塌的方量和粒径表现为南西往北东逐步减少、减小的趋势。崩塌调查、崩塌体埋藏物和表生地衣相对年代学测试结果、史料记载与震例对比和地震有感半径与震级经验公式计算综合表明,1327年天全地震引起的地面震动大于芦山地震,是天全县“大岩崩”地名和双石镇“晒经书”景观形成的主要原因,1327年天全地震的震中可能位于龙门山断裂南段大川-双石断裂附近的天全响水溪一带,震中烈度≥Ⅸ度,震级≥7.0。     

Shaking table tests and numerical simulation of dynamic properties of underground structures

It is considered that the damage of the underground structures caused by earthquakes is minor for a long time. However, the catastrophic damages induced by several recent earthquakes ( e. g. Kobe earthquake in 1995) revealed that the study on the dynamic properties of the underground structures is indispensable. The dynamic behavior and damage mechanism of underground structure are analyzed by using shaking table tests ( both shallow- and deep-buried) and numerical simulation ( 3D FEM) including horizontal and vertical input motions, individually and simultaneously. From the results, the underground structure collapsed due to strong horizontal forces although vertical deformation is not negligible. The vertical excitation increases the response of structure, especially the stress and shear stress at the upper section; the soil influenced the property of soil-structure system. In the same excitation, the response in shallow-buried test is larger than deep case. Both overburden and vertical earthquake play important roles in the response of structure and those are two critical aspects in the design of the large-span underground structures, such as subway stations.     

大化水库地震分析

大化水库自1982年蓄水后发生频繁的微弱地震,主要有6个小震群,延续时间长达7年,但由于震级很小(最大震级Ms1.7),对电站运行无影响。从地震发展趋势分析,目前已处于衰减过程中,但微震仍可能继续一段时间,故地震监测工作应继续进行。     

甘肃青海部分地区流动地磁场时空分布特征

2021-05～2022-01青海地区陆续发生玛多M_S7.4、德令哈M_S5.8和门源M_S6.9地震。为深入探究上述地震的震磁关系,利用2019～2021年流动地磁场三分量矢量数据,探讨区域基本磁场与岩石圈磁场的时空分布特征及岩石圈磁场各分量年变与该区域中强地震的关系。研究发现,3期区域基本磁场的时空分布相似。震前最近一期岩石圈磁场资料显示,震中位置H矢量幅值弱变、方向偏转;震中位置与D、I、F、Z分量零值线的距离在200 km以内,玛多M_S7.4、门源M_S6.9地震震中位置与Z分量零值线的距离仅为5 km、20 km。此外,部分岩石圈磁场分量在2次强震前1 a呈现明显异常。     

Seismic responses of the steel-strip reinforced soil retaining wall with full-height rigid facing from shaking table test

To investigate the seismic response of the steel-strip reinforced soil retaining wall with fullheight rigid facing in terms of the acceleration in the backfill, dynamic earth pressure in the backfill, the displacements on the facing and the dynamic reinforcement strain distribution under different peak acceleration, a large 1-g shaking table test was performed on a reduced-scale reinforced-earth retaining wall model. It was observed that the acceleration response in non-strip region is greater than that in potential fracture region which is similar with the stability region under small earthquake, while the acceleration response in potential fracture region is greater than that in stability region in middle-upper of the wall under moderately strong earthquakes. The potential failure model of the rigid wall is rotating around the wall toe. It also was discovered that the Fourier spectra produced by the inputting white noises after seismic wave presents double peaks, rather than original single peak, and the frequency of the second peak trends to increase with increasing the PGA (peak ground amplitude) of the excitation which is greater than 0.4 g. Additionally, the non-liner distribution of strip strain along the strips was observed, and the distribution trend was not constant in different row. Soil pressure peak value in stability region is larger than that in potential fracture region. The wall was effective under 0.1 g-0.3 g seismic wave according to the analyses of the facing displacement and relative density. Also, it was discovered that the potential failure surface is corresponds to that in design code, but the area is larger. The results from the study can provide guidance for a more rational design of reinforced earth retaining walls with full-height rigid facing in the earthquake zone.     

用流动形变观测判定强震危险地点的研究

分析了形变异常形成的机理，认为形变异常的空间与时间分布特征可以用断层活动闭锁区的形成及发展来解释，活动断层的闭锁区为强震发生地点。提出了半年至几年时间尺度判定强震危险地点的原则和判定危险区与危险地点的具体方法。     

基于速率累加法提取地磁谐波振幅比异常指标

利用谐波振幅比方法分析青海地区磁通门秒采样观测资料,通过速率累加法分析连续数据的逐日变化速率,再根据需要对分析时段进行累加计算,识别数据资料的异常变化.进一步分析异常变化与强震的关系,梳理总结青海地区磁通门秒数据谐波振幅比的特征规律,完成从定性到定量的异常认识.结果表明,地磁谐波振幅比计算结果通过速率累加处理后的曲线持...     

原平地震的地面重力变化特征

利用山西地区的流动重力观测资料,分析2009年和2016年原平2次地震不同时间尺度的重力场演变特征。结果表明：1）0.5 a尺度重力场变化图像较好地反映了这2次地震震前变化较小→反向变化→在重力变化高梯度带零等值线附近发震→震后调整的演化过程;2）不同时间尺度重力场均显示,地震发生在重力变化梯度带零等值线附近,地震前重力变化量约为40～50 μGal。