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GPS和GIS在矿山工程地质灾害监测中的应用 被引量:11
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作者 周科平 《采矿技术》 2003年第2期5-9,共5页
简要地分析了我国矿山工程地质灾害的现状 ,针对目前在矿山灾害防治中存在的问题和不足 ,作者提出用GPS和GIS相结合的方法建立矿山防灾减灾决策支持系统。
关键词 GPS GIS 矿山工程地质灾害监测 地理信息系统 全球定位系统 矿产资源开采
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分布式光纤感测技术及其在地质工程安全监测中的应用
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作者 赵晓京 李世念 +2 位作者 宋宏 陆金波 王铮 《中国科技期刊数据库 科研》 2021年第2期53-56,共4页
分布式光纤传感具有测量精度高、抗电磁干扰能力强、能实现动态连续监测等优点,在多种地质工程安全监测领域中都有不同程度的研究与应用。本文介绍了布里渊光时域反射(BOTDR)技术的部分应用,分析了利用分布式光纤传感技术对在建基坑工... 分布式光纤传感具有测量精度高、抗电磁干扰能力强、能实现动态连续监测等优点,在多种地质工程安全监测领域中都有不同程度的研究与应用。本文介绍了布里渊光时域反射(BOTDR)技术的部分应用,分析了利用分布式光纤传感技术对在建基坑工程开展的安全监测实例。监测结果表明,分布式光纤传感技术能够满足基坑工程中的相关监测指标和需求,具有很好的推广价值和应用前景。 展开更多
关键词 分布式 光纤传感 BOTDR 地质工程监测
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GPS技术在三峡库区地质灾害预警中的应用 被引量:3
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作者 范意民 王海军 +2 位作者 张静薇 杨建英 伍岳 《水文地质工程地质》 CAS CSCD 北大核心 2008年第4期102-105,共4页
三峡库区地质灾害监测预警工程是库区防灾减灾的重要手段。GPS监测作为高新技术在地质灾害专业监测中发挥了重要作用。文章介绍了三峡库区三级GPS监测网的构建,为全库区地质灾害监测预警提供了统一的坐标基准,为库区GPS基准网提供了准... 三峡库区地质灾害监测预警工程是库区防灾减灾的重要手段。GPS监测作为高新技术在地质灾害专业监测中发挥了重要作用。文章介绍了三峡库区三级GPS监测网的构建,为全库区地质灾害监测预警提供了统一的坐标基准,为库区GPS基准网提供了准确的起算数据,为分析各滑坡体基准点的位移变形和稳定性提供了参考。实践表明,GPS监测技术能较好地满足三峡库区地质灾害监测预警的要求,能及时、准确地反映地质灾害体的地表变形情况及特征,为地质灾害防治提供科学的判断依据。 展开更多
关键词 地质灾害监测预警工程 GPS 三峡库区 专业监测
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Electrical Characteristics of Tangjiawan Landslide in Lixian, Sichuan
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作者 Bin Li Qiang Xu +4 位作者 Qiang Cheng Tian-Xiang Liu Jian-hua Yu Yu-jie Su Feng Wang 《Applied Geophysics》 SCIE CSCD 2024年第3期549-563,619,共16页
A wide range of terrain features and landforms,which are exemplified by intricate geological formations and diverse rock compositions,are found in the western mountainous regions of China.These areas frequently encoun... A wide range of terrain features and landforms,which are exemplified by intricate geological formations and diverse rock compositions,are found in the western mountainous regions of China.These areas frequently encounter geological disasters.As one of the natural disasters,landslides lead to considerable loss of human life and property.Considering mitigation of the losses caused by landslide disasters,a necessary measure for disaster prevention and mitigation involves conducting detailed investigations and monitoring of landslides,which is also the cornerstone of landslide warning.This study compares and analyzes the feasibility of the magnetotelluric detection method for landslides using the results of engineering geological surveys and landslide monitoring.The study aims to address the scientific problem of the validity of using magnetotelluric methods to detect landslide development processes.The Tangjiawan landslide signal on the left side of the K94+000~K94+145 section of the Wenma Expressway is analyzed by employing engineering geological survey,magnetotelluric detection,landslide monitoring,landslide analysis,and other methods.Analysis results provide the static electrical characteristics of lithology,structure,and groundwater,as well as the dynamic electrical characteristics of landslide development.This study focuses on analyzing the relationship between the methods of magnetotelluric detection and engineering geological surveys and the results of landslide monitoring.The workflow and methods for data collection,processing,inversion,interpretation,and analysis using the magnetotelluric method to detect the dynamic development process of landslides are presented in the conclusion.Preliminary conclusions indicate a strong correlation between the dynamic changes in magnetotelluric wave impedance with the surface displacement of landslides and the dynamic changes in groundwater.The use of the magnetotelluric method for landslide detection and monitoring is a feasible example.The research results can offer certain technical references for the detection and monitoring of landslides using magnetotelluric methods and also provide references and guidance for the selection of diversified landslide monitoring methods in the future. 展开更多
关键词 LANDSLIDE Magnetotelluric method GEOPHYSICS Engineering Geology Landslide Monitoring
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Transitional geology and its effects on development and longwall mining in Pittsburgh Seam 被引量:3
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作者 Lu Jun Van Dyke Mark +1 位作者 Su Daniel W.H. Hasenfus Greg 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第1期31-37,共7页
This paper presents the geologic and ground control challenges that were encountered by Consol Energy's coal mining operations in southwestem Pennsylvania, USA. Geologic encounters, such as sandstone- to-limestone ge... This paper presents the geologic and ground control challenges that were encountered by Consol Energy's coal mining operations in southwestem Pennsylvania, USA. Geologic encounters, such as sandstone- to-limestone geology transition, massive sandstone channels, shale channels, pyritic rich green claystone, laminated roof, and soft floor, have significantly impacted the development and longwall mining in Consol's Pittsburgh Seam coal mines. Experience from different mines shows that, in the sandstone-to-limestone geology transition zone, 1.83 m high-tension, fully-grouted primary bolts employed along with 4.88 m cen- ter cable bolts at every other strap greatly improved beam building and ensured proper anchorage into the competent roof. Hydraulic fracturing of the massive sandstone was often necessary to enhance caving of the massive sandstone behind the shields to relieve pressure at the face. The presence of soft floor coupled with presence of thick floor coal and deep cover, induced excessive headgate convergence during retreat of the first right hand longwall panel. In all, it is important to explore the roof and in-seam geology in detail to delineate normal and anomalous geologic conditions prior to and during development. With diligent geologic reconnaissance, geotechnical monitoring, and assessment, site-specific geotechnical solutions have been provided to mine operations to improve safety and productivity. 展开更多
关键词 Coal miningGeology transition zoneGround controlRoof bolt
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阿穆尔公路变形演化的永久冻土因素分析(英文)
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作者 Dorofeev I.V. Litovko A.V. 《黑龙江大学工程学报》 2014年第3期127-132,146,共7页
工程研究的主要目标是获得有关自然条件下季节融化层信息;找出下方道路路基冻土的组成和性质;研究堤岸基础土壤(解冻和冷冻)的热状况和识别配置技术以及融区的厚度;分析融区和道路变形之间的连接。阿穆尔公路的成岩基地研究采用了冻土... 工程研究的主要目标是获得有关自然条件下季节融化层信息;找出下方道路路基冻土的组成和性质;研究堤岸基础土壤(解冻和冷冻)的热状况和识别配置技术以及融区的厚度;分析融区和道路变形之间的连接。阿穆尔公路的成岩基地研究采用了冻土地质工程监测手段。根据所获得的结果显示,多年冻土的自然技术动态区域概况已经形成。研究发现了永久冻土层的高含冰量和融区厚度的道路路堤高度,同时建立了底层土壤的组成和水含量的关系。相对于该地区的自然环境,指出了在自然条件下的全球区域气候变化中高含冰量冻土的大贯量。 展开更多
关键词 工程地质监测 永久冻土 冻土季节融化层 地面温度 冻土的衰减 工艺融区 道路变形
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青藏公路沿线多年冻土与公路相互作用研究 被引量:47
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作者 吴青柏 施斌 +1 位作者 吴青柏 刘永智 《中国科学(D辑)》 CSCD 北大核心 2002年第6期514-520,共7页
为了研究多年冻土与公路相互作用和特征,青藏公路沿线建立了8个监测场地,监测内容包括天然状态下活动层厚度、沥青路面下季节冻融深度、多年冻土顶板温度和路基稳定性.研究结果表明,由于沥青路面具有强烈的吸热作用和较弱的蒸发过程,从... 为了研究多年冻土与公路相互作用和特征,青藏公路沿线建立了8个监测场地,监测内容包括天然状态下活动层厚度、沥青路面下季节冻融深度、多年冻土顶板温度和路基稳定性.研究结果表明,由于沥青路面具有强烈的吸热作用和较弱的蒸发过程,从而改变了地表能量平衡状态,使沥青路面下的季节冻融深度和多年冻土顶板温度变化均大于天然状态,并引起了融化下沉和冻胀等工程地质问题频繁发生,对路基稳定性产生严重影响. 展开更多
关键词 相互作用 多年冻土 沥青路面 冻融深度 青藏公路 顶板温度 路基稳定性 工程地质监测
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