共查询到19条相似文献，搜索用时 109 毫秒
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《云南地质》2016,(2)
针对羊街中心小学滑坡体不同的地质背景特征,采用高密度电法和常规电测深相结合的方法进行测量,当勘探深度要求小于60m、局部具备连续布极观测条件时,选用工作效率较高的高密度电法进行连续观测;当地形条件变化较大或受地物限制,探测深度大于60m时,选用常规电测深按单点进行观测。结果发现该滑坡体不同的部位,地质结构、地球物理条件等均不相同,即:1松散坡积层厚度0.3m~15m不等,且南浅北深、西浅东深、中部埋深较大;2滑坡体的基岩可划分出全风化、强风化和中等风化三个风化带,并明确了不同风化带的厚度;3滑坡体内无明显统一的软弱结构面,整个松散堆积层与全风化界面、强风化界面可能形成潜在的软弱结构滑动带。 相似文献
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位于四川茂县南新镇的周场坪滑坡是一大型古滑坡,曾于1982年发生大规模快速复活,目前滑体半堰塞岷江。野外地质调查表明,周场坪滑坡在平面上呈不规则长舌形,长约850 m,滑体前后缘高差约350 m;在剖面上发育3级滑动,钻探揭露滑带埋深以50~70 m为主,推测潜在失稳滑坡体积为1 500×10 4~2 000×10 4 m 3。周场坪滑坡在平面上分为4个变形区,在滑体中后部和前缘坡脚发育大量拉裂缝与下错陡坎,拉裂缝宽度以0.2~3.0 m为主,陡坎下错高度2~10 m。在野外调查和钻探分析的基础上,对该滑坡开展了地表位移(GNSS)、深部蠕滑变形(钻孔测斜仪)和雨量等监测。监测分析表明,目前周场坪滑坡后缘变形速率达0.80 m/a,中部和前缘分别为0.69 m/a和0.51 m/a,呈推移式滑动变形,整体向NW310°方向滑动;地表位移速率在监测期内基本在1~3 mm/d之间波动,波动主要受降雨量影响,且略滞后于降雨量;滑移加速度基本在0~6 mm/d 2范围波动。ZK2钻孔测斜仪监测数据表明,滑坡在80 m深度内主要沿2层滑带蠕滑,其中浅层滑带埋深在22 m左右,深层滑带埋深在46 m左右,滑移速率在0~5 mm/d范围波动。综合研究认为,周场坪滑坡目前处于缓慢变形的深层蠕滑中,其变形速率受降雨和河流侵蚀等因素的影响,在极端内、外动力条件下,可能会加速滑动,并再次整体复活,造成堵塞岷江等危害。 相似文献
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地热资源作为一种清洁能源,在“双碳”背景下,其开发和利用越来越受到重视。为了探查渤海湾盆地的冀中坳陷深部碳酸盐岩的热储条件,笔者等利用3条大地电磁测深剖面,进行了数据处理、分析和反演,获得可靠的二维电阻率模型和电阻率等深度平面图。分析研究区深部电性结构特征及主要断裂构造特征,同时根据基底隆起形成的高阻异常对深部碳酸盐岩分布和埋深进行了推断,并对冀中坳陷深部碳酸盐岩热储进行评价,以圈定地热异常远景区。分析认为：① 研究区电性结构可以被划分为5层,其中第5电性层为高阻标志层,对应深部碳酸盐岩基底;② 据此圈定了3类深部地热远景区：基岩埋深小于4000 m,如高阳低凸起地热远景区、黑龙口低凸起地热远景区（徐水凹陷）和河间潜山地热远景区（饶阳凹陷）,基岩埋深4000~5000 m,如雁翎潜山地热远景区（霸县凹陷）,基岩埋深5000~5500 m,如肃宁潜山地热远景区和留路潜山地热远景区;③ 大地电磁测深方法适用于冀中坳陷深部碳酸盐岩热储远景区的探查。深部热储远景区的圈定,可为后期的地热资源评价和开发利用建立基础。 相似文献
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岑巩县大榕滑坡发生于2012年6月29日, 属于大型平缓堆积层滑坡。其主体堆积区斜坡坡度8～20, 主滑区基覆界面倾角4～11; 下伏基岩中存在强风化层; 2009年以来, 有持续人工弃土堆积于左侧汇水区。结合滑坡特征及三维数值分析可见, 大榕滑坡是由持续人工弃土堆积和强降雨共同诱发产生, 弃土堆积区首先局部失稳, 导致坡脚破坏而逐步引发滑坡整体失稳; 滑面位于下伏强风化层中。结合典型案例, 总结了大型平缓堆积层滑坡结构特征, 强降雨是必要诱发因素; 失稳时, 局部往往带动下伏基岩失稳。 相似文献
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殷志强 《中国地质灾害与防治学报》2018,(2)
正美姑县牛牛坝乡四俄千村滑坡为大型古滑坡的复活型滑坡,发生于2016年10月14日,由于前期调查和监测预警,实现了成功避险,避免了人员伤亡。该滑坡地理位置:102°59'39.21″E、28°14'55.40″N。滑体长约600 m,宽约300 m,平均厚度约10 m,总体积为1.80×106m3,属大型土质推移式滑坡。滑动面为基岩与第四系残坡积 相似文献
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为了研究堆积层-基岩接触面滑坡的形成机理,以陕西省岚皋县广泛分布的堆积层-基岩接触面滑坡为研究对象,采用野外调查和数理统计的方法,总结了该类型滑坡的基本特征,并以祖师庙滑坡为例,借助室内试验和数值模拟手段,研究了堆积层-基岩接触面滑坡的形成机理。结果表明:1)堆积层-基岩接触面滑坡主要发育在坡度为20°~40°、下伏基岩为碎裂状结构的斜坡,多为浅表层滑坡;2)碎石土和堆积层-基岩接触面的内摩擦角随含水量增大而降低,堆积层-基岩接触面是斜坡变形破坏的软弱结构面;3)细颗粒物质的增加降低了堆积层-基岩接触面的内摩擦角,且细颗粒粒径越小,内摩擦角也越小,在饱和状态下降幅度越大;4)因细颗粒物质在堆积层-基岩接触面处聚集造成的强度降低和因水文地质条件改变造成的滑带土饱和是祖师庙滑坡主要的诱发因素。研究结果对揭示堆积层-基岩接触面滑坡的形成机理和地质灾害防治具有一定的指导意义。 相似文献
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鄂尔多斯盆地西北缘下白垩统为重要的找矿目的层,通过研究该套层位的结构特征,以期大致查明其深部发育情况,为盆地北部铀矿资源勘查与评价提供基础资料。文章通过对研究区可控源音频大地电磁(CSAMT)测深数据的反演处理,获得了沉积盖层的电性结构模型,结合区内地质、岩石物性及钻孔资料综合分析,认为下白垩统由浅至深主要发育两层地电结构,上部罗汉洞组纵向反映为明显的"上高下低"相对中高阻电性层,底板埋深一般在200 m左右;下部华池-环河组与洛河组整体反映为相对高阻电性层,底板埋深500~950 m,厚度400~700 m,走向北西,总体表现为北东部薄、南西部厚、中部更厚的沉积分布特征。 相似文献
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近水平地层区堆积层滑坡作为一类典型的滑坡,有其特殊的成因与变形破坏特征。文章在研究万州近水平地层区堆积层滑坡的基础上,详细分析了其物质来源、结构成因、形成模式以及变形破坏特征。通过总结万州堆积层滑坡的滑体和滑床特征,得出了近水平地区堆积层滑坡的物质来源和结构成因为:崩塌堆积为主,冲、洪积为辅;形成模式为:后部陡壁形成,滑床形成,滑体底部物质形成,滑体土石混合体形成,滑体表层物质形成,滑动解体等6个阶段。变形破坏特征为:滑动多沿堆积层和基岩接触面滑动,同时也会沿软弱夹层发生滑动;滑体存在多层剪切带,并在不同位置的剪切带其变形速率和累计变形量差别较大,滑体存在着差异变形,对此文章结合实例进行了分析。 相似文献
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针对近年来广东省内出现的地质灾害发生数量呈日益加剧的现象，为提高物探在地灾勘查中的应用效率，这里以“十三五”期间广东省内的地灾勘查成果资料为基础素材，对广东省内的几种典型斜坡体的电性结构以地质-物性模型方式进行了实例分析研究，归纳了其要点，研究结果表明：花岗岩型斜坡体风化层的电性结构分层可分出2个～3个物性界面层，中微风化层之间普遍没有明显的物性界面，基岩与上覆风化层之间普遍存在梯度变化的物性分界面；沉积岩、变质岩型斜坡风化层与下伏基岩之间，普遍存在一处高低阻截然变化接触的物性分界面；构造成因型不稳定斜坡体中软弱结构面在电性结构面上，一般以低阻带、梯度带、高低阻过渡带等形式出现；广东省内的斜坡构造中的物性分界面(高低阻截然过渡带、梯度带等)往往与地质分界面(风化带、滑动面、断裂面、岩性分界面、层理面等)相吻合。这里的研究成果，可为斜坡灾害的破坏机理、演化过程、灾情监测预警、灾后治理、物探方法选择及成果解释等后续研究工作提供参考。 相似文献
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以摩岗岭滑坡勘查为例,通过高密电法二维剖面反演,能够清晰地反映滑坡体各层位及其相应的深度,有效地确定滑带的深度及厚度,确定基岩面埋深,指导钻探的位置及深度。通过三维高密度电阻率法反演,可对不同（二维）切片进行分析,有效了解整个滑坡体的基本特征。通过对低阻异常体的立体显示,更宏观地表达滑坡体的三维特征,可以对滑坡体规模进行预测。 相似文献
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Aysan Gürer Tunç Bahadır Varlı Osman Metin İlkışık Ömer Feyzi Gürer 《Environmental Earth Sciences》2016,75(23):1480
Subsurface structures from two different districts of Istanbul, hosting waste and freshwater transmission lines, were imaged by geoelectrical method. The environmental impact on Ka??thane-Terkos freshwater transmission line is one of the issues. That waterline underwent a substantial landslide damage. The previous site selection of Ka??thane-Terkos line was only based on surface geological observations. Even though the pipeline was positioned away from the surface scarps of landslides, the pipes were damaged. To find out the reason, we made some vertical electrical sounding measurements using Schlumberger array in the region. We inverted the electrical sounding data using 2D inversion technique. The final geoelectrical images show main landslide failures, at about 10–30 m depth, which are overlain by debris with a resistivity value of with <6 Ω m. The geoelectrical findings reveal that a buried major failure surrounds the surface landslides behind. Consequently, the water infrastructure remains under the influence of landslide. Our second application site was the area of the Sazl?dere tunnel, which will transfer wastewater, polluting Sazl?dere dam, to the treatment plant. The geoelectrical images along Sazl?dere tunnel route show resistive (<100 Ω m) and moderately conductive (≤50 Ω m) structures along the tunnel axis, representing unaltered to highly weathered rocks, respectively. Furthermore, consecutive hidden fault zones which severely affect the construction process of the tunnel are detected and located. 相似文献
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高密度电法在黄土-泥岩接触面滑坡勘察中的应用 总被引：1，自引：1，他引：0
受特殊的地质地貌和大地构造背景影响,历史上多次强震在宁夏西吉县诱发了大量的黄土-泥岩接触面滑坡,给当地人民生命财产安全带来严重威胁。因此,探明这类滑坡的地层结构、基岩面埋深及空间展布情况,对进一步开展黄土-泥岩接触面滑坡的形成机理和危险性评价研究具有重要意义。文章利用高密度电法对宁夏西吉县苏堡村滑坡进行探测,并结合钻孔资料进行了验证。勘察结果表明:电阻率参数能够很好的反应研究区的地层分布特征,表层疏松干燥的黄土为高阻反映,随着埋深增加,含水量较大的黄土呈现出低阻反映,在黄土与泥岩接触带饱水区呈现低阻反映。高密度电法在黄土-泥岩接触面滑坡勘察中具有较好的适应性,能为进一步分析滑坡机理和防治提供可靠的地球物理依据。 相似文献
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Karst aquifers supply a significant fraction of the world's drinking water. These types of aquifers are alsohighly susceptible to pollution from the surface with recharge usually occurring through fractures and solution openings at the bedrock surface. Thickness of the protective soil cover, macropores and openings within the soil cover, and the nature of the weathered bedrock surface all influence infiltration. Recharge openings at the bedrock surface, however, are often covered by unconsolidated sediments, resulting in the inadvertent placement of landfills, unregulated dump sites, tailing piles, waste lagoons and septic systems over recharge zones. In these settings surface geophysical surveys, calibrated by a few soil cores, could be employed to identify these recharge openings, and qualitatively assess the protection afforded by the soil cover. In a test of this hypothesis, geophysical measurements accurately predicted the thickness of unconsolidated deposits overlying karstic dolomite at a site ab 相似文献
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GUO Changbao WU Ruian ZHANG Yongshuang REN Sanshao YANG Zhihu LI Xue 《《地质学报》英文版》2019,93(4):1113-1124
The upper reaches of the Minjiang River are in the eastern margin of the Tibetan Plateau, where active faults are well developed and earthquakes frequently occur. Anomalous climate change and the extremely complex geomechanical properties of rock and soil have resulted in a number of geohazards. Based on the analysis of remote sensing interpretations, geological field surveys, geophysical prospecting and geological dating results, this paper discusses the developmental characteristics of the Gamisi ancient landslide in Songpan County, Sichuan Province, and investigates its geological age and formation mechanism. This study finds that the Gamisi ancient landslide is in the periglacial region of the Minshan Mountain and formed approximately 25 ka BP. The landslide initiation zone has a collapse and slide zone of approximately 22.65×106–31.7×106 m3 and shows a maximum sliding distance of approximately 1.42 km, with an elevation difference of approximately 310 m between the back wall of the landslide and the leading edge of the accumulation area. The landslide movement was characterized by a high speed and long runout. During the sliding process, the landslide body eroded and dammed the ancient Minjiang River valley. The ancient river channel was buried 30-60 m below the surface of the landslide accumulation area. Geophysical prospecting and drilling observations revealed that the ancient riverbed was approximately 80-100 m thick. After the dam broke, the Minjiang River was migrated to the current channel at the leading edge of the landslide. The Gamisi ancient landslide was greatly affected by the regional crustal uplift, topography, geomorphology and paleoclimatic change. The combined action of periglacial karstification and climate change caused the limestone at the rear edge of the landslide fractured, thus providing a lithological foundation for landslide occurrence. Intense tectonic activity along the Minjiang Fault, which runs through the middle and trailing parts of the Gamisi ancient landslide, may have been the main factor inducing landsliding. Studying the Gamisi ancient landslide is of great significance for investigating the regional response to paleoclimatic change and geomorphologic evolution of the Minjiang Fault since the late Pleistocene and for disaster prevention and mitigation. 相似文献
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介绍了郑州市东区深层地热的特征,把深层地热资源划分为三层：埋藏深度320～850 m的第一地热储层,热储岩性为新近系中细砂层,热储平均厚度1553 m。热储温度33°C,地温梯度2.5～3.5°C/100 m。埋藏深度850～1 200m的第二热储层储岩性为新近系细砂、中细砂层,热储总厚度86～187m,热储温度45°... 相似文献