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Prevention and treatment technologies of railway tunnel water inrush and mud gushing in China 被引量:21
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作者 Yong Zhao Pengfei Li Siming Tian 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2013年第6期468-477,共10页
Water inrush and mud gushing are one of the biggest hazards in tunnel construction. Unfavorable geological sections can be observed in almost all railway tunnels under construction or to be constructed, and vary in ex... Water inrush and mud gushing are one of the biggest hazards in tunnel construction. Unfavorable geological sections can be observed in almost all railway tunnels under construction or to be constructed, and vary in extent. Furthermore, due to the different heights of mountains and the lengths of tunnels, the locations of the unfavorable geological sections cannot be fully determined before construction, which increases the risk of water inrush and mud gushing. Based on numerous cases of water inrush and mud gushing in railway tunnels, the paper tries to classify water inrush and mud gushing in railway tunnels in view of the conditions of the surrounding rocks and meteorological factors associated with tunnel excavation. In addition, the causes of water inrush and mud gushing in combination of macroand micromechanisms are summarized, and site-specifc treatment method is put forward. The treatment methods include choosing a method of advance geological forecast according to risk degrees of different sections in the tunnel, determining the items of predictions, and choosing the appropriate methods, i.e. draining-oriented method, blocking-oriented method or draining-and-blocking method. The treatment technologies of railway water inrush and mud gushing are also summarized, including energy relief and pressure relief technology, advance grouting technology, and advance jet grouting technology associated with their key technical features and applicable conditions. The results in terms of treatment methods can provide reference to the prevention and treatment of tunnel water inrush and mud gushing. 展开更多
关键词 Tunnel engineering Unfavorable geological regions Water inrush and mud gushing Pressure relief technology Advance grouting technology Advance jet grouting
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Application of SVM in Analyzing the Headstream of Gushing Water in Coal Mine 被引量:5
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作者 YAN Zhi-gang ZHANG Hai-rong DU Pei-jun 《Journal of China University of Mining and Technology》 EI 2006年第4期433-438,共6页
To recognize the presence of the headstream of gushing water in coal mines, the SVM (Support Vector Ma- chine) was proposed to analyze the gushing water based on hydrogeochemical methods. First, the SVM model for head... To recognize the presence of the headstream of gushing water in coal mines, the SVM (Support Vector Ma- chine) was proposed to analyze the gushing water based on hydrogeochemical methods. First, the SVM model for head- stream analysis was trained on the water sample of available headstreams, and then we used this to predict the unknown samples, which were validated in practice by comparing the predicted results with the actual results. The experimental results show that the SVM is a feasible method to differentiate between two headstreams and the H-SVMs (Hierachical SVMs) is a preferable way to deal with the problem of multi-headstreams. Compared with other methods, the SVM is based on a strict mathematical theory with a simple structure and good generalization properties. As well, the support vector W in the decision function can describe the weights of the recognition factors of water samples, which is very important for the analysis of headstreams of gushing water in coal mines. 展开更多
关键词 support vector machine gushing water headstream recogmtlon H-SVMs
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Detection technology and application of electromagnetic method for hidden danger of water gushing at coal face 被引量:2
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作者 SHI Xian-xin YAN Shu +1 位作者 CHEN Ming-sheng FU Jun-mei 《Journal of Coal Science & Engineering(China)》 2009年第2期197-205,共9页
The principles, methods, technologies and application effects of several electromagnetic methods for the detection of the hidden danger of water gushing at the coal face were introduced. Also, emphasis was laid on exp... The principles, methods, technologies and application effects of several electromagnetic methods for the detection of the hidden danger of water gushing at the coal face were introduced. Also, emphasis was laid on expounding the methods, principles and effects of down-hole detections by electric transmission tomography and transient electromagnetic method. The potential of point power supplied in the underground homogeneous semi-space, as well as the response to a low-resistivity abnormal body in the homogeneous semi-space, was simulated by adopting 3-D finite element method to interpret the basic theory of the electric transmission tomography. The results of actual measurement show that the mine electromagnetic method is sensitive to water-bearing low-resistivity bodies and can play a unique role in detecting the hidden danger of water gushing at the coal face. 展开更多
关键词 hidden trouble of water gushing electric transmission tomography mine transient electromagnetic method coal face high-density resistivity method 3-D finite element simulation
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Numerical simulation of groundwater under complex karst conditions and the prediction of roadway gushing in a coal mine:a case study in the Guang'an Longtan Reservoir in Sichuan Province, China 被引量:2
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作者 Jiang Chengxin Shi Huapeng +1 位作者 Li Ya Yu Hongming 《Acta Geochimica》 EI CAS CSCD 2016年第1期72-84,共13页
Numerical simulation of groundwater in karst areas has long been restricted by the difficulty of generalizing the hydrogeological conditions of reservoirs and of determining the relevant parameters due to the anisotro... Numerical simulation of groundwater in karst areas has long been restricted by the difficulty of generalizing the hydrogeological conditions of reservoirs and of determining the relevant parameters due to the anisotropy and discontinuity of the karst water-bearing media in these areas. In this study, we used the Guang'an Longtan Coal mine in Sichuan as an example, and generalized the complex hydrogeological conditions in the reservoir area. A finite element numerical flow model was used to simulate current and future scenarios of roadway gushing at the bottom of the coal mine at pile number 1 + 700 m. The results show that the roadway section corresponding to valleys has a gushing quantity of 4323.8–4551.25 m^3/d before impoundment. Modeled water inflow after impoundment increased to 1.6 times the water inflow before impoundment, which threatens the impoundment as well as the roadway's normal operation. Therefore, roadway processing measures are needed to guarantee the safety of the impoundment and of the mining operation. 展开更多
关键词 Karst reservoir Roadway gushing Numerical simulation Hydrogeological conditions generalization
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Theory and application of infrared surveying gas gushing technology in coal-rock roadway
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作者 蔡康旭 《Journal of Coal Science & Engineering(China)》 2002年第2期43-48,共6页
Geological structure and gas expansion when gas pressure was released can affect the distribution of infrared radiation energy or temperature at coal rock surface. From this, the foundation of roadway infrared surveyi... Geological structure and gas expansion when gas pressure was released can affect the distribution of infrared radiation energy or temperature at coal rock surface. From this, the foundation of roadway infrared surveying technical was formed. According to the thermodynamic principle of ideal gas and the law of energy conservation, the relation was established between gas gushing amount from coal rock and air temperature to fall in roadway. At the same time, this paper has analyzed coal rock density change that geological structure aroused and the change exerted influences on infrared radiation power at surface, as well as, has analyzed the infrared radiation feature of gas gushing at geological structure district. Application results show that infrared survey technology can be used to analyze and forecast the change of coal rock gas gushing effectively, and to guide the enforcement of the roadway gas project of prevention and handling economically. 展开更多
关键词 ROADWAY gas gushing infrared radiation surveying theory APPLICATION
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Physico-Chemical Characteristics of Gushing Water Aquifers in the Coastal Sedimentary Basin of Benin (West Africa)
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作者 Prudence Mahutondji Dossou Crépin Zevounou +3 位作者 Abdoukarim Alassane Christophe Kaki Moussa Boukari Daouda Mama 《Journal of Geoscience and Environment Protection》 2021年第7期149-163,共15页
The coastal sedimentary basin in southern Benin consists of monoclinal layers divided into two plateau zones (North and South) which are separated by a longitudinal depression ESE-WNW. The valleys of the main N-S-orie... The coastal sedimentary basin in southern Benin consists of monoclinal layers divided into two plateau zones (North and South) which are separated by a longitudinal depression ESE-WNW. The valleys of the main N-S-oriented rivers (Ouémé, Couffo and Mono) set the bondaries of the different plateau of the BSC (Coastal Sedimentary Basin). The present study, based on geology, hydrochemistry, temperature and log data available on boreholes, makes a physico-chemical characterization of the waters of the gushing aquifers of the coastal sedimentary basin of Benin. The gushing water boreholes are shared between the valleys of the main rivers of the BSC. Some of these boreholes are </span><span style="font-family:Verdana;">thermal with a water temperature between 38 and 69 degrees Celsius. The</span><span style="font-family:Verdana;"> hydrogeological correlations established in the BSC in accordance to the North-</span></span></span><span><span><span style="font-family:""> </span></span></span><span><span><span style="font-family:""><span style="font-family:Verdana;">South direction in the valleys of the main streams (Couffo and Ouémé) reveal that the captured aquifers are sands, marls and limestones that respond either </span><span style="font-family:Verdana;">in major discordance (northern zone) or above the sedimentation gaps</span><span style="font-family:Verdana;"> (southern zone). Chemical analyses have shown that gushing thermal waters are mineralized in the south with a neutral to basic pH and are highly concentrated with bicarbonate, calcium and magnesium ions. In the North, on the other hand, thermal waters are acidic with a pH ranging from 4.8 to 5.9. The acidic nature of the northern waters is influenced by the crystalline base while the southern neutral to basic waters are influenced by the lithological nature (limestone and marl) of the aquifer. The random distribution of thermal water boreholes in the valleys of the main BSC streams is believed to be related to tectonic events. 展开更多
关键词 gushing Aquifers Thermal Water PHYSICO-CHEMICAL BSC
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Construction Method of Tunnel Mud Outburst in Water-Gushing Debris Flow Stratum
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作者 LIU Haisong 《外文科技期刊数据库(文摘版)工程技术》 2021年第2期521-526,共6页
The Beijing Xingyan Expressway Project is a supporting project for the 2019 International Horticultural Exposition and the 2022 Winter Olympics. The Shixia Tunnel of the Xingyan Expressway, constructed by the Second E... The Beijing Xingyan Expressway Project is a supporting project for the 2019 International Horticultural Exposition and the 2022 Winter Olympics. The Shixia Tunnel of the Xingyan Expressway, constructed by the Second Engineering Co., Ltd. of China Railway No.20 Bureau Group, is the longest, riskiest and most difficult tunnel in the project area, and has construction difficulties such as soft rock deformation, water gushing debris flow and dense fault zones. On May 26, 2018, a large area of water gushing debris flow occurred at ZK31 391 in the left tunnel face at 19:42. Through comprehensive advance geological prediction such as geological drilling and on-site water inflow debris flow analysis, aiming at the water inflow debris flow stratum and combining with engineering practice, the paper analyzes the generation mechanism of water inflow debris flow, investigates and summarizes the solutions to the problem of water inflow debris flow, and puts forward the construction stability control means for tunnel crossing debris flow stratum and the construction method for water inflow and mud outburst of tunnel in water inflow debris flow stratum, so as to ensure the safe, rapid and smooth passage of large-section tunnel construction through debris flow weak stratum. No collapse, water inrush and mud outburst accidents occur, which reduces the risk of tunnel excavation, improves the safety and controllability of the construction of the water inflow debris flow section, and solves the technical problem of mud outburst construction of the tunnel in the water inflow debris flow stratum. 展开更多
关键词 TUNNEL water gushing DEBRIS mud outburst
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专访英国Bulletproof创始人Gush Mundae:设计始于无懈可击的概念
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《包装与设计》 2019年第5期20-33,共14页
'我们所做的就是创造能与消费者产生共鸣的欲望——消除杂音、直击人心,并且确保在所有静态和动态的消费者接触点中,品牌都以一种真诚的形式呈现。''We create desire that emits at a frequency that resonates with consu... '我们所做的就是创造能与消费者产生共鸣的欲望——消除杂音、直击人心,并且确保在所有静态和动态的消费者接触点中,品牌都以一种真诚的形式呈现。''We create desire that emits at a frequency that resonates with consumers–cutting out the noise and connecting with the heart.We then ensure the brand lives and behaves in a heartfelt manner at all consumer touchpoints.” 展开更多
关键词 BULLETPROOF gush Mundae 包装设计 品牌形象设计 部落文化 素食主义 创始人
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富水卵石层冻结法施工联络通道突发涌水应急处置及分析 被引量:1
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作者 冯利华 任全军 +2 位作者 刘欣 沈宇鹏 黄月馨 《工程勘察》 2025年第1期7-12,共6页
人工地层冻结技术已成为地铁联络通道施工的核心工法之一,其具有封水性好、环境影响小、可控性强、适用范围广等优点。地下水高速渗流引起冻结壁交圈时间延后,平均温度和有效厚度不及预期,进而造成涌水、涌砂事故,严重制约冻结工程的顺... 人工地层冻结技术已成为地铁联络通道施工的核心工法之一,其具有封水性好、环境影响小、可控性强、适用范围广等优点。地下水高速渗流引起冻结壁交圈时间延后,平均温度和有效厚度不及预期,进而造成涌水、涌砂事故,严重制约冻结工程的顺利推进。本文主要介绍了北京地铁某联络通道冻结施工过程中突发的涌水过程及处置措施,分析了险情发生的原因,采用纵向测温法查明了冻结壁的“开窗”位置,总结了抢险成功的经验,以期为在联络通道冻结施工过程中发生类似涌水事故的处置方法提供参考。 展开更多
关键词 人工地层冻结 联络通道 冻结壁 渗流 突发涌水
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高头窑煤矿2-3煤顶板涌(突)水危险性评价和涌水量预测 被引量:1
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作者 穆金霞 杨义娜 +4 位作者 郭晓帅 侯美玲 武强 曾一凡 赵菱尔 《矿业研究与开发》 北大核心 2025年第2期139-145,共7页
为探明高头窑煤矿2-3煤层顶板开采水害的影响,运用GIS与AHP耦合的“三图-双预测法”,构建了2-3煤层顶板充水含水层富水性评价模型,综合对比FLAC3D数值模拟、经验公式计算、类比实测多种方法,修正了传统导水裂隙带高度计算公式。在此基础... 为探明高头窑煤矿2-3煤层顶板开采水害的影响,运用GIS与AHP耦合的“三图-双预测法”,构建了2-3煤层顶板充水含水层富水性评价模型,综合对比FLAC3D数值模拟、经验公式计算、类比实测多种方法,修正了传统导水裂隙带高度计算公式。在此基础上,复合叠加得到2-3煤层顶板充水含水层涌(突)水危险性分级分区图,并采用数值模拟对高头窑煤矿进行涌水量预测。结果表明:高头窑煤矿中部和西南部突水危险性较高,西北部和东部突水危险性较低。高头窑煤矿的正常涌水量为465 m^(3)/h,最大涌水量为558 m^(3)/h。针对矿井未来面临的水害问题,综合提出了可行性防治措施。 展开更多
关键词 三图-双预测法 富水性 导水裂隙带 涌(突)水危险性 涌水量
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铁路岩溶隧道运营期典型水文地质病害分析
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作者 付开隆 张会刚 +2 位作者 李向东 唐兵 黄洪 《铁道工程学报》 北大核心 2025年第4期11-15,共5页
研究目的:铁路岩溶隧道施工期间遭遇涌水突泥、巨型溶腔等问题时,都会在补充勘察基础上开展变更设计,经整治后一般能够保证运营安全。但是,一些在施工期间未明显暴露的铁路隧道岩溶水文地质问题,开通运营后在极端降雨等条件下可能形成... 研究目的:铁路岩溶隧道施工期间遭遇涌水突泥、巨型溶腔等问题时,都会在补充勘察基础上开展变更设计,经整治后一般能够保证运营安全。但是,一些在施工期间未明显暴露的铁路隧道岩溶水文地质问题,开通运营后在极端降雨等条件下可能形成影响运营安全的病害。铁路岩溶隧道运营期间典型水文地质病害主要包括轨道抬升、边墙破损、涌泥涌砂、大量涌水四类。需要针对这些运营期病害进行总结,分析其成灾原因,为规避类似运营期病害提供参考。研究结论:(1)施工开挖堵塞隧底暗河通道减小了岩溶水排泄能力,极端大量降雨后上游一侧的来水量增大,会导致地下水位升高,进而作用于隧道底部的水压力增大,隧底不能抵抗水压力作用时便可能发生轨道抬升问题;(2)运营阶段隧道边墙被挤裂的原因,大都与边墙部位有开口溶洞有关,对极端暴雨下洞周溶腔岩溶水压力迅速抬升认识不足,针对性引排水措施不强,可能导致极端降雨后二衬被挤裂问题;(3)运营过程中隧道涌泥砂,因为强降雨发生后隧道周边地下水位抬升,水压增加,进而将周边溶缝、溶槽中的泥砂“压”入隧道内,施工及运营过程中出现涌泥涌砂病害时,处理措施要以疏导引排为主;(4)施工过程中对增设泄水洞的必要性论证,要充分考虑极端天气下的涌水情况及大量涌水造成的运营干扰问题;(5)本研究成果对指导岩溶水发育区隧道工程勘察设计具有参考价值。 展开更多
关键词 岩溶隧道 岩溶水 轨道抬升 涌泥涌砂
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富水砂化白云岩地层隧道灾变成因及其对策
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作者 王志杰 姜逸帆 +4 位作者 鲜一丁 齐永立 李金宜 张慧玲 周平 《铁道工程学报》 北大核心 2025年第5期56-61,共6页
研究目的:白云岩砂化作为一种特殊岩溶现象,富水环境下具有强致灾性。为了揭示富水砂化白云岩地层隧道突涌致灾成因,提供控制对策,本文以成昆铁路扩能工程峨眉至米易段吉新隧道为依托工程,对隧道突涌事故进行调研,结合区域地质、室内微... 研究目的:白云岩砂化作为一种特殊岩溶现象,富水环境下具有强致灾性。为了揭示富水砂化白云岩地层隧道突涌致灾成因,提供控制对策,本文以成昆铁路扩能工程峨眉至米易段吉新隧道为依托工程,对隧道突涌事故进行调研,结合区域地质、室内微观观测手段以及物理力学试验,对白云岩砂化成因进行分析,总结砂化白云岩灾变模式与致灾成因,并提出控制措施。研究结论:(1)区域白云岩砂化机制为渗透-溶蚀分解-机械崩解型,地层中分布的富水砂化囊体是造成隧道突涌的灾害源;(2)砂化白云岩以细颗粒为主,均匀性差,遇水抗剪强度显著衰减,隧道突涌破坏模式可以分为揭示渗透破坏型突涌、渐进破坏型突涌与间歇型突涌;(3)提出灾害源识别、灾害源释水降压、灾害源加固、低扰动开挖的施工控制对策;(4)本研究成果可应用于砂化白云岩地层隧道突水突泥灾害的治理。 展开更多
关键词 富水砂化白云岩地层 突水涌砂 灾变成因 控制措施
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彬长矿区煤层采动导水裂隙带高度RF-BP模型预测对比研究
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作者 姬亚东 刘譞 +5 位作者 朱开鹏 赵春虎 李凯 袁晨瀚 李盼盼 闫鹏珍 《煤矿安全》 北大核心 2025年第7期175-184,共10页
西部黄陇侏罗系煤田煤层赋存条件一般较厚,其中彬长矿区煤层厚度平均大于5 m,最厚可达14 m,且常采用综放开采工艺,造成煤层顶板导水裂隙带发育厚度大且发育规律不明,矿井涌水量居高不下,严重影响矿区安全生产。为研究彬长矿区煤矿工作... 西部黄陇侏罗系煤田煤层赋存条件一般较厚,其中彬长矿区煤层厚度平均大于5 m,最厚可达14 m,且常采用综放开采工艺,造成煤层顶板导水裂隙带发育厚度大且发育规律不明,矿井涌水量居高不下,严重影响矿区安全生产。为研究彬长矿区煤矿工作面开采扰动覆岩而导致的煤层顶板导水裂隙带发育高度,优选了煤层开采厚度、煤层埋深、顶板覆岩岩性、顶板构造特征、开采速度、工作面长度、采煤工艺等7个影响因素,通过AHP层次分析法分别计算出了上述各影响因素的权重,发现煤层开采厚度、工作面长度2个影响因素所占权重相对较大;通过Matlab对搜集的数据进行插值,使数据分布更为平滑;通过反向传播神经网络(BP)、遗传算法优化神经网络(GA-BP)、粒子群优化算法优化神经网络(PSO-BP)、随机森林(RF)算法对插值后数据进行回归拟合。研究发现,4种方法对原始数据的拟合效果都较好,其中随机森林RF相对其他模型对原始数据的拟合具有更高的准确度,训练集和测试集的均方根误差RMSE分别为0.037 41和0.055 16,决定系数R2分别为0.987 37和0.957 89。研究结果可为彬长矿区煤矿开采导水裂隙带发育高度的预测提供一定的参考。 展开更多
关键词 导水裂隙带 煤矿智能化 随机森林算法 BP神经网络 矿井涌水
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高渗透压岩体力学研究进展及其跨海工程应用
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作者 汪亦显 薛鹏徽 +5 位作者 郑俊 柴金飞 陈天艳 邓能伟 欧可 郭盼盼 《交通科学与工程》 2025年第1期1-19,共19页
我国海底隧道建设事业正如火如荼地开展着,在推动交通和科技发展的同时,也面临着诸多挑战。其中,渗漏突水作为海底隧道建设面临的关键问题之一,是众多学者研究的重点。近年来,高渗透压岩体力学研究在理论与技术上均取得了丰硕成果,并被... 我国海底隧道建设事业正如火如荼地开展着,在推动交通和科技发展的同时,也面临着诸多挑战。其中,渗漏突水作为海底隧道建设面临的关键问题之一,是众多学者研究的重点。近年来,高渗透压岩体力学研究在理论与技术上均取得了丰硕成果,并被广泛应用于海底隧道突水灾害的防治工作中。但由于海底施工条件的复杂性,目前,海底隧道围岩失稳破坏的演化过程和复杂地质隧道的突水机制尚不明确,突水灾害风险预测方法仍不完善,严重制约着海底隧道建设事业的发展。因此,对高渗透压岩体力学研究成果与海底隧道工程应用案例进行了整理,总结了高渗透压条件下岩体从细观裂隙扩展到宏观断裂过程规律的研究进展,对高渗透压作用下地质力学参数对隔水岩层致裂机理的影响效应、裂隙岩体渗透破坏演化规律、动应力作用下岩体裂隙的扩展规律、渗流裂隙场扩展过程可视化与重构技术进行了系统梳理,介绍了海底隧道建设过程中面临的高渗透压、复杂地质和多场耦合等理论和技术难题,回顾了高渗透压岩体力学在海底隧道围岩稳定性控制、渗流突水防控、隔水层厚度计算中的应用情况,进一步探讨了高渗透压岩体力学在海底隧道施工风险控制中的应用前景,对海底隧道及其他水下工程突水灾害防治工作具有一定的理论和现实意义。 展开更多
关键词 高渗透压 裂隙 海底隧道 突水 综述
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彬长矿区厚硬岩层沉降能量释放与高势能涌水机理
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作者 李杨杨 张浩争 +4 位作者 张士川 朱慧聪 冯海龙 蔺成森 路学通 《煤炭科学技术》 北大核心 2025年第9期394-406,共13页
陕西彬长矿区煤层上方存在白垩系洛河组砂岩含水层,该岩层具有厚度大、富水性强、渗透系数大、水头压力大等特点,且上覆厚硬岩层破坏易导致高势能动力涌水发生。结合彬长矿区高家堡煤矿上覆岩层性质、导水裂隙带发育高度与工作面涌水量... 陕西彬长矿区煤层上方存在白垩系洛河组砂岩含水层,该岩层具有厚度大、富水性强、渗透系数大、水头压力大等特点,且上覆厚硬岩层破坏易导致高势能动力涌水发生。结合彬长矿区高家堡煤矿上覆岩层性质、导水裂隙带发育高度与工作面涌水量情况,对厚硬岩层破裂能量释放特征及工作面高势能涌水机理展开研究。结果表明:高势能涌水孕灾条件由“通道”“水源”与“力源”组成,其中“通道”的形成使“水源”发生运移,工作面出水由淋水转为涌水,“力源”的形成为“水源”运移提供了水压力,并增加了“通道”的数量与导通水量,使工作面由涌水转为高势能涌水;高势能涌水致灾过程中,覆岩破裂沉降和水体运移两个动态过程存在能量传递关系,经过对能量传递方程的推导,得出诱导高势能涌水主导条件为“力源”中的厚硬岩层破裂沉降;能量转化方程中,岩层能量吸收值与岩层能量吸收系数、破断层厚度与破断层倾向长度呈负相关,与破断层极限破断距呈正相关,且能量值呈指数级增长;结合覆岩能量变化趋势与工作面涌水量变化情况,得到涌水量升高区间,覆岩应力与能量值波动较大,且在厚硬岩层发生破断时,工作面涌水量达到峰值,工作面形成高势能涌水。研究揭示了高势能涌水孕灾机制,并建立了高势能涌水物理模型,明确了各影响因素间的关系,推导了厚硬岩层破裂沉降能量转化方程,阐释了不同影响因素与岩层吸收储存能量值间影响规律,揭示了厚硬岩层破裂沉降能量释放特征与工作面高势能涌水间联动关系。 展开更多
关键词 厚硬岩层 高势能涌水 孕灾条件 能量传递 岩层破裂沉降
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地铁隧道涌水涌砂灾害特征及灾变模式分析 被引量:10
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作者 郑顺华 王迎超 +3 位作者 陈帆 张政 李青理 冯子豪 《浙江大学学报(工学版)》 北大核心 2025年第1期152-166,共15页
为了探究地铁施工阶段隧道涌水涌砂灾害特征及灾变模式,统计中国2002—2019年的典型地铁隧道涌水涌砂灾害案例,从灾害发生特征、孕灾环境、致灾因素等方面分析灾害特征.结合灾害源的赋存环境、成因和形态以及工程条件,将地铁隧道涌水涌... 为了探究地铁施工阶段隧道涌水涌砂灾害特征及灾变模式,统计中国2002—2019年的典型地铁隧道涌水涌砂灾害案例,从灾害发生特征、孕灾环境、致灾因素等方面分析灾害特征.结合灾害源的赋存环境、成因和形态以及工程条件,将地铁隧道涌水涌砂致灾构造划分为3类(12型),即大型不良地质体(断层及软弱破碎区型、岩溶及地下河型、层间裂隙带型、风化深槽型、侵入岩脉型、水下含水砂层型)、含水砂层和软土地层(上覆/侵入软土型、上软下硬复合地层型、富水砂层型、空洞/水囊及淤泥型)、人工地下富水空间(地下输水管线型、充水废弃矿巷及防空洞型).基于土体失稳破坏力学特性,提出3种典型土质围岩地铁隧道涌水涌砂灾变模式,即滑移失效型、破断失效型、渗透失效型. 展开更多
关键词 地铁隧道 涌水涌砂 灾害特征 致灾构造 灾变模式
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马鞭山铁矿涌水量预测及来源分析
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作者 刘建刚 徐阿猛 王禹鹏 《黑龙江科技大学学报》 2025年第5期724-730,共7页
为准确预测矿坑涌水量,防止矿坑突水等事故的发生,以安徽庐江马鞭山铁矿为研究对象,采用解析法和数值法预测马鞭山铁矿-530和-700 m中段同样开采水平下的涌水量,并与开采过程中的实际涌水量进行对比。结果表明:解析法和数值法预测马鞭... 为准确预测矿坑涌水量,防止矿坑突水等事故的发生,以安徽庐江马鞭山铁矿为研究对象,采用解析法和数值法预测马鞭山铁矿-530和-700 m中段同样开采水平下的涌水量,并与开采过程中的实际涌水量进行对比。结果表明:解析法和数值法预测马鞭山铁矿-530和-700 m中段同一开采水平下的涌水量分别为10632、61210、17395和76530 m 3/d,数值法对水文地质复杂矿区的预测结果更接近实际涌水量;该矿区矿坑涌水量主要来自东部和北部的侧向补给,东部侧向补给最多,两者之和约占总涌水量4/5,东、北部为矿区主要进水通道。 展开更多
关键词 矿坑涌水量 涌水来源 解析法 数值法
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极薄隔水层工作面底板奥灰水害地面区域治理技术研究
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作者 胥翔 《安徽地质》 2025年第3期218-223,共6页
为提高地面水平钻孔注浆治理极薄隔水层工作面底板奥灰水害的可靠性,基于澄合二矿31501工作面地面区域治理工程实践,探讨了适用于已有巷道的极薄隔水层工作面底板奥灰水害地面区域治理技术。结果表明:奥灰含水层富水性强且不均一,注浆量... 为提高地面水平钻孔注浆治理极薄隔水层工作面底板奥灰水害的可靠性,基于澄合二矿31501工作面地面区域治理工程实践,探讨了适用于已有巷道的极薄隔水层工作面底板奥灰水害地面区域治理技术。结果表明:奥灰含水层富水性强且不均一,注浆量大;工作面巷道底板稳定性差,易出现巷道底鼓跑浆现象,注浆达不到设计要求。为此提出双层治理的方式以保证治理区域覆盖率,并在注浆初始时使用水泥-粉煤灰浆液或添加骨料等铺底以降低经济成本。 展开更多
关键词 极薄隔水层 奥灰岩溶水害 超前区域治理 注浆改造 钻孔设计
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藏北无人区高原冻土复杂地层钻探施工实践 被引量:2
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作者 牟程江 廖麟祥 +4 位作者 孙昌伟 郝怀何 林见华 杨益 王东 《钻探工程》 2025年第2期65-71,共7页
藏北无人区海拔高气候恶劣,施工物资运输难度大,在进行地质调查钻探工程施工中发生冻土融冻坍塌、泥岩强造浆缩径、长孔段连续破碎涌水等多种复杂问题。针对钻探施工遇到的难点,优化了钻具组合、冲洗液体系、钻探器具,采用短行程干钻取... 藏北无人区海拔高气候恶劣,施工物资运输难度大,在进行地质调查钻探工程施工中发生冻土融冻坍塌、泥岩强造浆缩径、长孔段连续破碎涌水等多种复杂问题。针对钻探施工遇到的难点,优化了钻具组合、冲洗液体系、钻探器具,采用短行程干钻取心、重力加杆、跟管钻进、导流泄压等技术措施,解决部分施工中遇到的问题。在该地区钻探施工积累了一定经验,为该区域能源资源调查提供有效的地质资料和岩心实物资料。 展开更多
关键词 高原冻土 融冻 涌水 干钻取心 重力加杆 导流泄压
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近水平绳索取心钻探技术在寨上金矿复杂地层中的应用 被引量:2
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作者 华伶利 杜帅 +3 位作者 刘蓓 皮健伟 张超 南贝贝 《钻探工程》 2025年第2期38-44,共7页
西秦岭岷县寨上金矿勘查项目利用钻探工作对矿区南矿带主要矿脉进行控制。根据以往经验,南矿带主要矿脉产状陡立(78°~85°)且不稳定,存在浅部南倾、深部北倾的特征,同时矿区多数区域覆盖层较厚,地形切割强烈,道路机场修筑、钻... 西秦岭岷县寨上金矿勘查项目利用钻探工作对矿区南矿带主要矿脉进行控制。根据以往经验,南矿带主要矿脉产状陡立(78°~85°)且不稳定,存在浅部南倾、深部北倾的特征,同时矿区多数区域覆盖层较厚,地形切割强烈,道路机场修筑、钻探装备搬运困难。该项目设计了矿区首个近水平钻孔,通过使用EP1000型便携式全液压钻机,改造、升级和加工水平钻架套件,采用绳索取心技术,完成216.73 m的近水平取心钻孔施工。在矿区水敏复杂地层、钻孔持续涌水情况下创新实施近水平钻孔,践行绿色勘查理念,为同类型工程项目提供参考。 展开更多
关键词 水平绳索取心钻探 水平钻孔 涌水地层 便携式全液压钻机 绿色勘查
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