共查询到20条相似文献，搜索用时 31 毫秒
1.
针对我国西部黄土地区特殊的地形地貌、近地表条件和地下浅层目标体,开展了路基下伏地质缺陷地震探测技术的应用研究。为检验不同地震方法的探测能力,设计了一个综合地质地球物理模型,包含凹陷、断层、地裂缝、地下低速体、软弱夹层及滑坡等典型地质缺陷,利用有限差分波场模拟,计算出多分量反射地震记录和面波地震记录,分别进行了反射波成像和高阶面波反演横波速度成像。数值模拟结果表明,反射波成像和高阶面波反演横波速度成像技术对真实模型中的凹陷、断层、浅层低速体、软弱夹层及滑坡等主要地质缺陷均能清晰成像,验证了地震方法探测路基下伏地质缺陷的可行性。数值计算结果表明,不同的地球物理探测方法对地质缺陷的探测效果和适用范围不同。 相似文献
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三门峡市地质灾害发育特征与防治对策研究 总被引：6，自引：1，他引：6
文章着重论述了三门块市地震、地面变形、崩塌、滑坡、泥石流、土壤侵蚀、地方病等主要地质灾害发育现状；分析它们发生和发展的地质环境背景。包括自然地理、地质地貌、构造、水文地质、工程地质条件，并对人类经济活动引起的崩塌、滑坡、泥石流、土壤侵蚀发展趋势、地面变形等问题进行了预测。在此基础上，提出了对主要地质灾害采取的防治对策和建议。 相似文献
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A new natural gas pipeline with a 0.90-m diameter is under construction to provide a gas connection between Turkey and Greece
as well as to create a gas ring for southern Europe. The new pipeline route lies next to an existing small diameter gas pipeline
broken by a landslide that occurred in February 2006 near Karacabey (Bursa). Although the existing pipeline has been temporarily
repaired, either the pipeline route should be relocated or the landslide should be stabilized. The geological survey conducted
in the study area reveals that relocation is not feasible due to the existence of other landslides in close vicinity to the
site. In order to investigate the causes of the landslide and to suggest possible remedial measures, geotechnical investigations
including surface geological mapping, trial pitting, drilling with field tests, inclinometer measurements, laboratory testing,
and limit equilibrium analyses were conducted. The investigation revealed that the unconsolidated clayey soil slid on claystone
along a non-circular failure surface. Based on the gathered data, possible remedial measures including partial removal of
landslide material and construction of toe buttresses, slope flattening, lowering the pipeline, and surface drainage systems
were evaluated. These are suggested to prevent the reactivation of the landslide, and thus to establish a safe route for both
the existing and the new pipelines. 相似文献
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万昌林 《华东地质学院学报》2000,23(2):174-176
通过蔗头山山体滑坡与地质构造关系的分析,从不同方面论述了地质构造对山体滑坡的控制作用,指出地质构造对山体滑坡的形成,分布和发展演化的控制,是影响山体斜坡稳定性的重要内在因素之一。 相似文献
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大型土石混合体滑坡空间效应与稳定性研究 总被引：2，自引：0，他引：2
土石混合体滑坡是滑坡地质灾害中具有代表性的一类,由于该类滑坡在自然界中分布广泛并且较其他类型的滑坡更为复杂,常常给人类带来巨大的灾难。位于湖北省巴东县长江北岸的周家湾滑坡就属于这一类滑坡,该滑坡是著名的黄蜡石古滑坡群的重要组成部分。周家湾滑坡变形开始于20世纪80年代中期,滑坡导致地面出现张拉裂缝,近几年来变形逐步加剧,目前该滑坡处于蠕滑阶段。周家湾滑坡前缘为石榴树包滑坡的后壁,后缘为响石镐滑坡的坡脚,因此,周家湾滑坡的稳定性对响石镐滑坡及石榴树包滑坡存在着潜在的威胁。运用地质分析、工程地质力学分析等手段,剖析了周家湾滑坡体的地质环境、形态、结构等空间要素及其发育模式,并建立了相应的三维地质体概念模型。通过利用数值模拟技术,对滑坡体的稳定性、变形失稳机制进行了分析研究 相似文献
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In this article, the interaction between active faults and landslide phenomenon is studied. The case study concerns the landslide in the east of Latian Dam to the northeast of Tehran, the Capital of Iran. The methodology was based on geological studies, geomorphologic studies, the study of landslide phenomenon including its characteristics and its parameters, hydrogeology, geological engineering and the geotechnical studies. The results show that landslide is located in the crush and mylonitized zone of the Roodehen active fault. The geological formation includes the landslides of the Eocene tuffs, which have been severely crushed and pulverized by the Roodehen Fault’s actions, and for this reason, they show very weak geotechnical characteristics compared to the natural tuffs. The layering slope of the formation is according to the natural ground slope and facilitates their slips. According to the results, the main reason for landslide is the impact of the Roodehen active fault and the creation of crush and mylonitized zone in the Eocene tuffs, while the secondary parameters are the local geological structures, the unfavorable conditions of the groundwater and their inadequate drainage and the construction of a road along the ground layers. The existence of groundwater, the low impermeability of the landslide materials and the inadequate drainage are also under the influence of the fault. Moreover, based on the results of this research and the location of the considered landslide and a number of others along the Roodehen Fault, it became possible to study the fault’s activity from a seismotectonic point of view and to estimate the magnitude of such an eventuality by methods other than the conventional ones. 相似文献
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贵州矿山地质灾害类型及其基本特征 总被引：2，自引：0，他引：2
贵州是矿产资源大省,随着全省矿产开发利用规模、强度的不断扩大和提高,不可避免地带来了一系列的矿山环境地质问题的出现,其中矿山地质灾害数量多、分布广,其危害和威胁最为严重。根据实地调查结果,贵州省矿山地质灾害主要发育有采空地面塌(沉)陷、滑坡、崩塌(危岩)、泥石流和矿坑突水五类。其中,采空地面塌(沉)陷分布最广、造成的直接经济损失最严重,滑坡和崩塌频发、造成的人员伤亡最大。本文基于实际调查数据,从地质环境条件、矿种、矿山开采规模和开采方式等方面,分析论述了贵州省矿山地质灾害的主要类型、发育分布特征及其危害特点。 相似文献
8.
The Jinlong village landslide is located in Zitong County, Sichuan and approximately 150 km east of Wenchuan. The landslide has exhibited creep deformation for nearly 30 years. Field investigations indicated that the slope deformation was caused by the combined effects of unfavorable topographic and geological conditions and earthquakes. The sliding surface is along a contact between silty clay and mudstone. The Wenchuan earthquake accelerated the creep, causing bulging of the ground surface. Shear test results of the silty clay near the sliding surface indicated that the residual strength is consistent with the stability state of the landslide. The factors of safety were calculated using the limit equilibrium method (LEM) and the method of fast Lagrangian analysis of continua in two dimensions. The results using the LEM indicate that the stability is clearly affected by seismic shaking, and when the peak ground acceleration is 0.08g, the slope reaches the limit state. The shear failure surface given by numerical simulation develops on the contact between the clay and silty mudstone, which confirmed the assumed sliding surfaces’ location using the LEM. 相似文献
9.
Mechanism and failure process of Qianjiangping landslide in the Three Gorges Reservoir,China 总被引：4，自引：1，他引：3
The Qianjiangping landslide is a large planar rock slide which occurred in July 14, 2003 shortly after the water level reached 135 m in the Three Gorges Reservoir, China. The landslide destroyed 4 factories and 129 houses, took 24 lives, and made 1,200 people homeless. Field investigation shows that the contributing factors for the landslide are the geological structure of the slope, the previous surface of rupture, the water level rise, and continuous rainfall. In order to reveal the mechanism and failure process of the landslide, numerical simulation was conducted on Qianjiangping slope before sliding. Based on the characteristics and the engineering conditions of the landslide, the topography and the geological profiles of Qianjiangping slope before sliding is reconstructed. The seepage field of Qianjiangping slope before sliding was simulated with the Geostudio software. The results show that ground water table rises and bends to the slope during the rise of water level, and the slope surface becomes partially saturated within the period of continuous rainfall. Using the ground water table obtained above, the failure process of Qianjiangping slope is simulated with the Flac3D software. The results demonstrate that the shear strain increment, displacement, and shear failure area of the slope increased greatly after the water level rose and continuous rained, and the landslide was triggered by the combined effect both of water level rise and continuous rainfall. The development of shear strain increment, displacement, and shear failure area of the slope shows that the landslide was retrogressive in the lower part of the slope and progressive in the upper part of the slope. 相似文献
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在详细调查研究区内地质灾害现状的情况下,对采煤引起的覆岩破坏、地表变形等进行了预测,并采用模糊综合评判二次评价模型对地质灾害危险性进行了综合预测。结果表明,研究区地质灾害现状不发育,但井下采矿工程对地面建筑物的危险性大,易引发崩塌、地裂缝、地面塌陷等灾害;预测地质灾害危险大区分布于井田北部、东部和南部,危险性中等区则位于井田中部。预测结果对于矿井的安全生产具有一定的指导意义。 相似文献
12.
陕西铜川市为厚黄土分布区,黄土被沟谷切割形成破碎残塬与沟壑,黄土滑坡与崩塌地质灾害极其发育;同时地处渭北煤田带,煤矿采空形成了大量地面开裂与塌陷地质灾害。二者的共同作用加剧了城市地质灾害的发生。通过铜川市幅1∶5万环境地质调查,基于信息量模型建立了影响厚黄土与煤炭采空分布区黄土滑坡、崩塌及采空区变形的评价指标体系。将复杂地区的地质灾害易发性评价指标总体分为地面指标、地下指标和环境因素指标,指标权重分别取0.3、0.3、0.4,经过GIS分析计算,尝试解决了地质灾害易发性评价中致灾因素复杂和不相容的问题。认为在厚黄土煤炭采空区,由于湿陷性黄土的存在,地表变形对开采深厚比参数指标敏感,规范变形特征取值明显偏小 相似文献
13.
Giovanni Gullà Dario Peduto Luigi Borrelli Loredana Antronico Gianfranco Fornaro 《Landslides》2017,14(1):171-188
The geometric and kinematic characterization of landslides affecting urban areas is a challenging goal that is routinely pursued via geological/geomorphological method and monitoring of ground displacements achieved by geotechnical and, more recently, advanced differential interferometric synthetic aperture radar (A-DInSAR) data. Although the integration of all the above-mentioned methods should be planned a priori to be more effective, datasets resulting from the independent use of these different methods are commonly available, thus making crucial the need for their standardized a posteriori integration. In this regard, the present paper aims to provide a contribution by introducing a procedure that, taking into account the specific limits of geological/geomorphological analyses and deep/surface ground displacement monitoring via geotechnical and A-DInSAR data, allows the a posteriori integration of the results by exploiting their complementarity for landslide characterization. The approach was tested in the urban area of Lungro village (Calabria region, southern Italy), which is characterized by complex geological/geomorphological settings, widespread landslides and peculiar urban fabric. In spite of the different level of information preliminarily available for each landslide as result of the independent use of the three methods, the implementation of the proposed procedure allowed a better understanding and typifying of the geometry and kinematics of 50 landslides. This provided part of the essential background for geotechnical landslide models to be used for slope stability analysis within landslide risk mitigation strategies. 相似文献
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ZhouPinggen 《中国地质大学学报(英文版)》2003,14(2):161-165
The factors of geomorphology, geological setting, effect of ground water and environment dynamic factors (e.g. rainfall and artificial water recharge) should be integrated in the discrimination of the stability of the ancient landslide. As the criterion of landslide stability has been studied, the artificial neural network model was then applied to discriminate the stability of the ancient landslide in the impounding area of the Three Gorges project on the Yangtze River, China. The model has the property of self-adaptive identifying and integrating complex qualitative factors and quantitative factors. The results of the artificial neural network model are coincided well with what were gained by classical limit equilibrimm analysis (the Bishop method and Janbu method) and by other comprehensive discrimination methods. 相似文献
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Sankar Kumar Nath Kiran Kumar Singh Thingbaijam Abhishek Raj 《Journal of Earth System Science》2008,117(2):809-831
A comprehensive analytical as well as numerical treatment of seismological, geological, geomorphological and geotechnical concepts has been implemented through microzonation projects in the northeast Indian provinces of Sikkim Himalaya and Guwahati city, representing cases of contrasting geological backgrounds — a hilly terrain and a predominantly alluvial basin respectively. The estimated maximum earthquakes in the underlying seismic source zones, demarcated in the broad northeast Indian region, implicates scenario earthquakes of M W 8.3 and 8.7 to the respective study regions for deterministic seismic hazard assessments. The microzonation approach as undertaken in the present analyses involves multi-criteria seismic hazard evaluation through thematic integration of contributing factors. The geomorphological themes for Sikkim Himalaya include surface geology, soil cover, slope, rock outcrop and landslide integrated to achieve geological hazard distribution. Seismological themes, namely surface consistent peak ground acceleration and predominant frequency were, thereafter, overlaid on and added with the geological hazard distribution to obtain the seismic hazard microzonation map of the Sikkim Himalaya. On the other hand, the microzonation study of Guwahati city accounts for eight themes — geological and geomorphological, basement or bedrock, landuse, landslide, factor of safety for soil stability, shear wave velocity, predominant frequency, and surface consistent peak ground acceleration. The five broad qualitative hazard classifications — ‘low’, ‘moderate’, ‘high’, ‘moderate high’ and ‘very high’ could be applied in both the cases, albeit with different implications to peak ground acceleration variations. These developed hazard maps offer better representation of the local specific seismic hazard variation in the terrain. 相似文献
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中等倾角岩层顺向坡,受坡体结构和岩体物理力学性质控制,多存在变形、崩塌、滑坡等工程地质问题,常常会诱发大规模的地质灾害。该类斜坡潜在滑动面不直接出露地表,一般具有变形机制复杂、隐蔽性强和危害大的特点,是滑坡领域关注与研究的重点。拖担水库大坝左岸为一古滑坡,在水库扩建开挖过程中,诱发古滑坡体复活。在分析古滑坡工程地质条件的基础上,结合地质勘察和变形监测结果,研究了其变形特征及形成机制。研究结果表明:①左岸古滑坡具有岩层倾角“上陡下缓”、滑体底部存在反倾坡内的剪切破碎带、滑床岩体产生弧状弯曲的特点;②古滑坡体为一基岩顺层滑坡,滑动模式为“滑移（弯曲）—剪断”型,其变形破坏过程包括三个阶段:弯曲隆起阶段、滑移剪出阶段和扰动变形阶段;③该类斜坡变形破坏后,坡体易沿“上陡下缓”的椅型软弱层面发生二次滑动,滑坡控制关键是对下部变形区的保护。 相似文献
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广东沿海陆地地质灾害区划 总被引：7，自引：2，他引：5
研究中使用了主要地质灾害（地震、崩塌、滑坡、泥石流、地面沉降、地面塌陷、地基下沉、地裂缝、水土流失、港口淤积等）大量的野外调查和文献资料的实际数据,根据综合分析并运用“灾害密度”和“灾害强度”2种指标,将广东沿海陆地划分出9个地质灾害一级区及其所属的32个二级分区,其中包括10个重灾区、10个中灾区和12个弱灾区。首次编制了基于数据库和GIS的1：50万广东沿海陆地主要地质灾害类型与区划图,为地质灾害发育规律的理论研究和国民经济建设的实际应用提供了基础信息和实际数据。分区的结果揭示了地质灾害空间分布特征及其与地质环境和人类活动的关系。 相似文献
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地质灾害易发程度分区是地质灾害防治工作中的重要组成部分,是编制地质灾害防治规划的基础。本文所述地质灾害是地质灾害防治条例中规定的山体崩塌、滑坡、泥石流、地面塌陷、地裂缝、地面沉降等。这些地质灾害的发生与地形地貌、岩体类型、密度、降水强度等地质环境条件及人为工程活动等密切相关,本文对吉林省地质灾害易发地区进行了研究。 相似文献
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甘肃天水市北山地质灾害类型及成因分析 总被引：1，自引：0，他引：1
本文在深入分析天水市北山地质灾害发育现状的基础上,通过野外调查、实验数据和已有成果资料综合分析的方法,系统研究了天水市北山地质灾害的主要类型及成因。通过对研究区地质灾害的形成机制分析和探讨,揭示了该地区地质灾害发育的物质基础、力学性质、自然因素和人为因素,可为进一步治理该区的各类地质灾害提供理论指导,同时对预测研究区未来地质灾害发生、发展具有积极的指导作用和实际意义。研究区突发性地质灾害的类型主要有滑坡、崩塌、不稳定斜坡、地面塌陷和泥石流沟等五种类型,其地质灾害主要分布在北山的阳坡,形成了数条滑坡群沟。滑坡类型以混合式、中层、小型黄土滑坡为主;崩塌类型以人为黄土崩塌为主;不稳定斜坡主要属黄土型,主要位于滑坡或阶地前缘以及人类居住区;地面塌陷主要分布在滑坡体上;泥石流沟灾害,按物质组成属于泥流沟,按流域形态属于山坡型,按流体性质属于稀性,按水动力条件属于暴雨型。 相似文献