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云阳宝塔滑坡区先后发生了多次滑坡 ,其中鸡扒子滑坡是最近的 1次 ,新滑坡是在旧滑坡的基础上沿旧滑坡面的部分复活。根据对该滑坡体几何形态、物质成分与结构特征及水文地质特征的考察 ,初步认为 ,降水入渗与排水不畅引起的滑坡体内孔隙水压力上升是导致鸡扒子滑坡破坏的主导因素。文中根据极限平衡理论 ,运用VC + +语言编制了Sarma法的计算程序 ,对三峡水库蓄水后鸡扒子滑坡是否可能再次发生滑坡进行了评价 ,指出在滑坡体排水率为 5 0 %与三峡水库水位达 14 5m时为滑坡稳定与否的临界值。通过调整影响滑坡稳定性的主要参数的取值 ,对影响滑坡稳定性的因素进行了动态敏感性分析 ,指出降水入渗、长江水位、滑坡体的排水状况是影响滑坡稳定性的决定因素 ,三峡水库蓄水前应针对此采取相应的工程防治措施 ,才能保证水库蓄水后鸡扒子滑坡不再发生滑 相似文献
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淮北煤田是我国华东地区最主要的能源供给基地之一,研究其现今地温场特征既是强烈的现实要求,也具有十分重要的理论意义.本文在淮北煤田宿临矿区区域地质研究的基础上,根据位于宿临矿区内不同构造单元中的8个主要煤矿井田及其邻近区域111个钻孔的测温数据,绘制了矿区现今地温\|深度关系图、现今地温梯度\|深度关系图以及不同构造单元的现今地温梯度分布图,分析了宿临矿区现今地温场的分布特征.研究表明,宿临矿区现今地温梯度分布范围介于1.50～3.80 ℃/hm,整个矿区平均现今地温梯度约为2.65 ℃/hm,与华北其他主要能源盆地相比有所差异.宿临矿区现今地温梯度在相同构造单元内分布具有褶皱隆起区高、断裂密集区域高的特点;不同构造单元中井田的平均现今地温梯度相比较则表现出由东部构造单元至西部构造单元逐步增高的趋势.分析表明,区内现今地温场主要受构造格局和岩性变化影响. 相似文献
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Coal resources and water resources play an essential and strategic role in the development of China's social and economic development, being the priority for China's medium and long technological development. As the mining of the coal extraction is increasingly deep, the mine water inrush of high-pressure confined karst water becomes much more a problem. This paper carried out research on the hundred-year old Kailuan coal mine's karst groundwater system. With the help of advanced Visual Modflow software and numerical simulation method, the paper assessed the flow field of karst water area under large-scale exploitation. It also predicted the evolution ofgroundwaterflow field under different mining schemes of Kailuan Corp. The result shows that two cones of depression are formed in the karst flow field of Zhaogezhuang mining area and Tangshan mining area, and the water levels in two cone centers are −270 m and −31 m respectively, and the groundwater generally flows from the northeast to the southwest. Given some potential closed mines in the future, the mine discharge will decrease and the water level of Ordovician limestone will increase slightly. Conversely, given increase of coal yield, the mine drainage will increase, falling depression cone of Ordovician limestone flow field will enlarge. And in Tangshan's urban district, central water level of the depression cone will move slightly towards north due to pumping of a few mines in the north. 相似文献
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Heat flow and its coalbed gas effects in the central-south area of the Huaibei coalfield, eastern China 总被引：2，自引：0，他引：2
TAN JingQiang JU YiWen ZHANG WenYong HOU QuanLin & TAN YongJie College of Earth Science Graduate University of Chinese Academy of Sciences Beijing China No. Exploration Party of Anhui Bureau of Coal Geology Suzhou Development Research Center China Geological Survey Beijing 《中国科学:地球科学(英文版)》2010,(5)
Based on an analysis of the present geo-temperature field and the thermal conductivity (K) of 62 samples from the central-south area of the Huaibei coalfield in eastern China, we calculated the heat flow and plotted its distribution map. The results show that the average heat flow in the research area is about 60 mW/m2. It is different from other major energy basins in the North China Plate, but has close relationship with the regional geology and the deep geological setting. The heat flow is comparatively ... 相似文献
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Prediction of the location of future rupture surfaces of a slowly moving loess landslide by electrical resistivity tomography 
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下载免费PDF全文 S. Szalai K. Szokoli M. Metwaly Z. Gribovszki E. Prácser 《Geophysical Prospecting》2017,65(2):596-616
A slowly moving loess landslide along the River Danube in South Hungary was studied using electrical resistivity tomography. Our aim was to determine the fracture system of the study site. Due to the homogeneous composition of the loess, it seems to be the only possibility to get information about the landslide and its further evolution. The applicability of the electrical resistivity tomography technique for such a supposedly dense fracture system was studied by numerical modelling, and the results have been verified in the field. The dip of the fractures could not always been observed, and they could not be explored deeply. However, it was possible to map their surface projection to get the desired information about the structure of the landslide. Fracture zones could have been especially well localized, enabling the prediction of the positions of future rupture surfaces and thus the delineation of the endangered zone. Although the area outside of the already subsided one is not endangered yet, the area which has already started to move is going to break into two. Parts of the about 5 m wide blocks at the front of the landslide may fall or slide down anytime. A large area was assumed to move as one unit. Most of our predictions have been verified by the mass movements that occurred about one and half years after the measurements. The electrical resistivity tomography method proved to be a good tool to characterize the fracture system of such a landslide area, enabling the prediction of future rupture surfaces and also delineation of the endangered area. Its use is therefore highly recommended to monitor landslides to provide early risk warnings to avoid damage to constructions or endangering human life. 相似文献
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水闸建设对河流产生阻隔作用,改变了河段水流形态,污染物输运及水质时空分布也随之发生改变,进而可能对水环境容量产生影响。本研究以拉萨河城区段为研究对象,考虑水闸建设对水动力学条件的影响,在利用平面二维模型进行水动力-水质模拟的基础上,计算分析了水闸建设前、后COD的水环境容量,探讨了连续水闸建设对河流水环境容量的影响。研究成果表明,水闸修建对水环境容量的影响主要有两个方面：一是水闸蓄水后,水体由流动转变为相对静止的状态,闸前水流流速减缓,水深增加,影响污染物的扩散,降低污染物降解系数,进而影响污染物降解过程;二是水闸蓄水会使污染物在库区滞留,使污染物滞留时间增加,从而提高污染物的降解量。拉萨河水闸修建后,因水闸蓄水影响,流速减缓,污染物向河道中央扩散受阻,易聚集于排污侧;与天然河道相比,蓄水区河段平均流速由0.34 m/s下降至0.10m/s,平均水深由0.6 m增大至2.0 m,COD降解系数由0.12 d-1下降至0.04 d-1,下降约67%,污染物滞留时间增大为原来的3倍左右。计算结果表明,在两种影响的综合作用下,1个水闸使研究河段CO... 相似文献
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《Geofísica Internacional》2014,53(2):135-151
There are about 175 abandoned mining sites in Portugal, of which about 60 are old uranium workings. The Castelejo mine is an old uranium located about 2 km W of Vila Cortês da Serra, in Guarda district, on the River Mondego basin. In geologic terms, the mine is located in medium-grained two-mica monzonitic granite, with porphyroidal tendency. Exploitation started with two open cast mines between 1979 and 1990 which produced about 132 tonnes U3O8. From 1992, production started to be carried out through the in situ H2SO4 leaching of the mine’s low-grade materials. The superficial and groundwater circulation are structurally conditioned by the intense fracturing in the area. Two exploratory geophysical field campaigns were conducted in order to characterize the fracturing. The first was a VLF survey that allowed us to identify major fault systems that may provide paths for groundwater flow. From the second campaign, which was an RMT survey conducted at a fault gauge which records the mine natural gradient flow, we obtained the resistivities and thicknesses of the weathered granite material. The profiles obtained show that resistivity declines with increasing depth. This fact may arise from natural causes – the material which fills the fault gauge is more weathered at depth than on the surface – or it may indicate contamination at depth, due to acid mine drainage. 相似文献
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Gonghui Wang Runqiu Huang Masahiro Chigira Xiyong Wu Sérgio D. N. Lourenço 《地球表面变化过程与地形》2013,38(3):265-274
Here, we propose that an earthquake can trigger the failure of a landslide mass while simultaneously triggering liquefaction of runout‐path materials before the arrival of the landslide mass, thus greatly increasing the size and mobility of an overriding landslide. During the 2008 Wenchuan earthquake, about 60 000 landslides were triggered, directly resulting in about 20 000 casualties. While these landslides mainly originated from steep slopes, some landslides with high mobility formed in colluvial valley deposits. Among these, the most catastrophic was the Xiejiadian landslide in Pengzhou city, which traveled hundreds of meters before coming to rest. Through field investigation and laboratory testing, we conclude that this landslide primarily formed from colluvial deposits in the valley and secondarily from failure of slopes in granitic rock located uphill. Much of the granitic slope failure was deposited in the upper part of the travel path (near the slide head); the remainder was dispersed throughout the main landslide deposit. Superposition of deposits at the landslide toe indicates that landslide debris derived from colluvial soil was deposited first. The deposits at the landslide toe displayed flow characteristics, such as fine materials comprising basal layers and large boulders covering the deposit surface. We hypothesize that the main part of the landslide resulted from seismogenic liquefaction of valley colluvium, rather than from liquefaction potentially caused by undrained loading from the granitic slope failures impacting the colluvium. To examine the likelihood that seismogenic liquefaction occurred, we took samples from different areas of the landslide deposit and performed undrained cyclic shear tests on them in the laboratory. The results showed that the sandy soils that comprise most of the deposit are highly liquefiable under seismic loading. Therefore, we conclude that liquefaction of the colluvium in the valley during the earthquake was the main reason for this rapid (~46 m/s) long‐runout (1·7 km) landslide. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
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XU Chong TIAN Ying-ying SHEN Ling-ling MA Si-yuan XU Xi-wei ZHOU Ben-gang HUANG Xue-qiang MA Jun-xue CHEN Xi 《地震地质》2018,40(5):1115-1128
In this study, a detailed database of landslides triggered by the 25 April 2015 Gorkha (Nepal)MW7.8 earthquake is constructed based on visual interpretation of pre- and post-earthquake high-resolution satellite images and field reconnaissance. Results show the earthquake triggered at least 47 200 landslides, which have a NWW direction spatial distribution, similar with the location and strike of the seismogenic fault. The landslides are of a total area about 110km2 and an oval distribution area about 35 700km2. On the basis of a scale relationship between landslide area (A)and volume (V), V=1.314 7×A1.208 5, the total volume of the coseismic landslides is estimated to be about 9.64×108m3. In the oval landslide distribution area, the landslide number density, area density, and volume density were calculated and the results are 1.32km-2, 0.31%, and 0.027m, respectively. This study provides a detailed and objective inventory of landslides triggered by the Gorkha earthquake, which provides very important and essential basic data for study of mechanics of coseismic landslides, spatial pattern, distribution law, and hazard assessment. In addition, the landslide database related to an individual earthquake also provides an important earthquake case in a subduction zone for studying landslides related to multiple earthquakes from a global perspective. 相似文献
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冻土带是天然气水合物发育的两个重要地质环境之一.青藏高原平均海拔在4000m以上,多年冻土面积约1.4×106km2.本文根据青藏高原冻土层厚度和地温梯度特征,运用天然气水合物的热力学稳定域预测方法,确定中低纬度高海拔区冻土带天然气水合物的产出特征.青藏高原多年冻土带热成因天然气水合物形成的热力学相平衡反映,水合物顶界埋深约27~560m,底界埋深约77~2070m.初步计算表明,青藏高原冻土带水合物天然气资源约1.2×1011~2.4×1014m3.在冻土层越厚、冻土层及冻土层之下沉积层的地温梯度越小的地区,最有利于天然气水合物的发育.气温的季节性变化对天然气水合物影响不大.在全球气温快速上升的背景下,青藏高原天然气水合物将处于失稳状态,天然气水合物顶界下降、底界上升,与冻土带的退化相似,分布区逐渐缩小,最终将完全消失. 相似文献
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基于127块煤系地层岩石样品的热导率测定结果,并结合59个井田内可靠的系统测温数据,计算得出两淮煤田的大地热流值,并编制大地热流分布图,其结果表明:两淮煤田大地热流值变化范围为29.7~83.9mW·m-2,平均值为58.3mW·m-2,和其他沉积盆地存在一定的差异,且淮南煤田大地热流值(63.7mW·m-2)远大于淮北煤田(55.2mW·m-2).综合分析得出,两淮煤田大地热流与其他盆地的差异以及淮南煤田热流值高于淮北煤田的现象为构造演化和区域地质背景的控制结果;而研究区内热流的分布不均主要是由于受地质构造对地温场的影响所致,推覆构造上下盘现今热流值的差异尤为突出. 相似文献
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青藏高原边缘地带堆积体滑坡的发生与地质构造、强降雨、地震等作用密切相关,其中多数属于大型高位堆积体滑坡。为研究其发生机理与稳定性,以舟曲县江顶崖大型高位堆积体滑坡为研究对象,首先,从滑坡所处的地理位置、地质条件等出发,分析滑坡的概况与成因;其次,基于传统传递系数法划分滑坡计算模型,提出滑坡稳定性分析的变坡法;最后,采用Midas GTS NX软件对江顶崖滑坡自然工况下稳定性进行数值模拟分析,并与传统及改进算法结果进行对比。研究结果表明：(1)研究区的地形坡度、地层岩性条件以及活动断裂、历史强震作用是滑坡发生的内因,外因是连续强降雨作用使岩土体力学强度降低以及暴雨导致滑坡前缘的白龙江水位上涨、流速加快,冲刷坡脚导致前缘失稳,滑坡中后缘发生牵引式滑动;(2)运用传递系数法计算折线形滑坡稳定性时,滑面倾角变化值大于10°会导致结果出现较大误差,应用改进的“等分均匀变坡法”可以减小误差,以江顶崖滑坡为计算实例并结合数值模拟验证该方法的有效性;(3)自然工况下模拟发现,滑体的前缘主要表现为水平滑移,滑体的中后部局部主要表现为垂直下沉,而滑坡前缘则主要表现为隆起,因此,滑坡部分区域出现了较大的位移... 相似文献
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First-arrival traveltime tomography was applied to high-resolution seismic data acquired over a known quick-clay landslide scar near the Göta River in southwest Sweden in order to reveal the geometry and physical properties of clay-related normally consolidated sediments. Investigated area proved to be a challenging environment for tomographic imaging because of large P-wave velocity variations, ranging from 500 to 6000 m/s, and relatively steeply-dipping bedrock. Despite these challenges, P-wave velocity models were obtained down to ca. 150 m for two key 2D seismic profiles (each about 500-m long) intersecting over the landslide scar. The models portrait the sandwich-like structure of marine clays and coarse-grained consolidated sediments, but the estimated resolution (20 m) is too small to distinguish thin layers within this structure. Modelled velocity structures match well the results of reflection seismic processing and resistivity tomography available along the same profiles. 相似文献
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大地热流是地球内部热作用过程最直接的地表显示，其中蕴涵着丰富的地质、地球物理和地球动力学信息.我国大陆地区已定期进行了6次热流汇编，其中第一、二次汇编的热流数据已正式公布(第一、二版)，此后4次汇编仅发表了统计结果.而未再公布汇编数据.本文基于第六次热流数据汇编，将自第二版以来新增的450个热流数据汇编成中国大陆地区大地热流数据第三版.新版热流数据的统计结果表明，中国大陆地区实测热流值变化于23-319mW/m2，平均63±24.2mW/m2;剔除与地表热异常相关的数据后，热流值变化范围为30-140mW/m2，平均61±15.5mW/m2. 相似文献
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Following the flood events occurred in the 1993 autumn, a landslide affecting the village of Montaldo di Cosola was reactivated. Montaldo di Cosola is a small village located in North-Western Italy, on the Appennines Mountains. Historical data report of at least another similar episode occurred about one century ago.The landslide takes place over debris deposits, which are about 20–35 m deep, produced by an ancient landslide event. Underneath these debris deposits there is an altered layer of the calcareous-marly substratum of the Antola formation. The landslide, almost certainly triggered by the incision of the torrent Rio Montaldo, has a probable rotational geometry and takes place through slow and progressive continuous movements. The landslide typology impedes a precise dimensional definition. Only the order of magnitude of the main scarp width, which is of hundreds of meters, and the order of magnitude of the landslide volume, which is of some hundreds of thousands of cubic meters, can be indicated.A complex monitoring network has been installed in the area. This network includes an automatic inclinometric system (AIS) that automatically performs measurements, twice a day, along the entire length of a pipe that is 45 m deep. Measurements are taken every 50 cm and are then broadcasted to a remote station located in Torino.After the exceptional meteorological events occurred in October 2000, the AIS measured significant movements that have not yet stopped. On the basis of these available data it has been possible to locate the sliding surface at a depth of about 13 m at the level of a sandy–silty layer with some clay lenses inside. The movements measurements performed so far reveal a good correlation with the rainfalls. In particular it has been possible to identify a time lag of about 8–9 days between the occurrence of a rainfall peak and the corresponding peak in the recorded movements that were produced by these rainfalls. 相似文献
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瓦斯(煤层气)突出是指煤矿生产过程中,从煤层、岩层及采空区放出的各种有害气体在工作面上富集并涌出,从而引起瓦斯爆炸的煤矿灾害.因此,查明煤层瓦斯富集区域,对可能瓦斯突出点进行预报和应用,是当前煤矿生产中亟待解决的重要课题.本文应用地理信息系统基本原理,结合煤层气地质学、构造地质学等学科的理论和方法,对游离态的煤层气进行深入研究.在此基础上借助ArcGIS平台,根据游离态的煤层气的生、储、盖条件建立了分析模型及空间分析数据库;应用于王营井田,在此基础上预测了王营矿区游离态的煤层气的可能聚集带,为今后的煤层气勘探指明了方向. 相似文献
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WEN Boyu XU Chong HE Xiangli MA Siyuan SHAO Xiaoyi LI Kai ZHANG Zhongjian LI Zhengfang 《中国地震研究》2020,34(1):64-80
An MW6.6 earthquake occurred in eastern Hokkaido, Japan on September 6th, 2018. Based on the pre-earthquake image from Google Earth and the post-earthquake image from high resolution (3 m) planet satellite, we manually interpret 9 293 coseismic landslides and select 7 influencing factors of seismic landslide, such as elevation, slope, slope direction, road distance, flow distance, peak ground acceleration (PGA) and lithology. Then, 9 293 landslide points are randomly divided into training samples and validation samples with a proportion of 7:3. In detail, the training sample has 6 505 landslide points and the validation sample has 2 788 landslide points. The hazard risk assessment of seismic landslide is conducted by using the information value method and the study area is further divided into five risk grades, including very low risk area, low risk area, moderate risk area high risk area and very high risk area. The results show that there are 7 576 landslides in high risk area and very high risk area, accounting for 81.52% of the total landslide number, and the landslide area is 22.93 km2, accounting for 74.35% of the total area. The hazard zoning is in high accordance with the actual situation. The evaluation results are tested by using the curve of cumulative percentage of hazardous area and cumulative percentage of landslides number. The results show that the success rate of the information value method is 78.50% and the prediction rate is 78.43%. The evaluation results are satisfactory, indicating that the hazard risk assessment results based on information value method may provide scientific reference for landslide hazard risk assessment as well as the disaster prevention and mitigation in the study area. 相似文献
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The geological and geomorphic impact of catastrophic landslides in the Geyser Valley of Kamchatka: Aerial photogrammetry 总被引：1，自引：0，他引：1
We consider the results of the 19730–2008 aerial photogeodetic surveys conducted in the famous Geyser Valley of Kamchatka
by the Institute of Volcanology (IV) of the Far East Division (FED) of the Russian Academy of Sciences (RAS), in 1973–1993,
and by its successor, the Institute of Volcanology and Seismology (IV&S) FED RAS, in 2007–2008, in cooperation with the Chair
of Photogrammetry at the Novosibirsk Institute of Engineers in Geodesy, Aerial Photograph Survey and Cartography (to be referred
to here by the Russian abbreviation NIIGAiK), in 1973–1985. The aerial survey performed by the IV following Typhoon Elsa in
October 1981 identified and recorded the typhoon-induced landslide that was the first to occur during the observation period
in the east side of the valley. The measured area of landslide deposits is 28600 m 2 and its volume is 80000 m3. An analysis of materials resulting from the July 12, 2007 aerial photograph survey was the basis for an objective evaluation
of the impact of the June 3, 2007 catastrophic event in the Geyser Valley, for determining the qualitative and quantitative
characteristics of the new landforms, and for a long-term forecast of future hazardous events and processes. It was concluded
that the hazardous natural events and processes that have occurred in the past will undoubtedly occur in the future as well.
For this reason the Geyser Valley should be constantly monitored using highly accurate geodetic and remote sensing techniques. 相似文献