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Risk Assessment of Coal Mine Water Hazard Based on Three-Dimensional Model of Geology and Underground Space 被引量:1
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作者 Kai Zhang~1,Ming Huang~1,Bin Tang~2,Fan Cui~1 1.Laboratory of Coal Resources and Mine Safety,China University of Mining and Technology,Beijing 100083,China. 2.China Water Investment Co.Ltd,Beijing 100053,China 《地学前缘》 EI CAS CSCD 北大核心 2009年第S1期279-279,共1页
Mine safety have top-five disasters,which including the water,gas,fire,dust and geological dynamic disaster.The coal mine water disaster is one of the important factors which restricted the development of China’s coa... Mine safety have top-five disasters,which including the water,gas,fire,dust and geological dynamic disaster.The coal mine water disaster is one of the important factors which restricted the development of China’s coal production.It is showed by statistics that 60%of mine accidents are affected by groundwater,which not only result in the production losses,casualties and a variety of 展开更多
关键词 DISASTER risk assessment three-dimensional model of geologY and UNDERGROUND space emergency RESCUE
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3D Geological Modeling with Multi-source Data Integration in Polymetallic Region:A Case Study of Luanchuan,Henan Province,China 被引量:1
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作者 Gongwen Wang~(1,2),Shouting Zhang~(1,2),Changhai Yan~3,Yaowu Song~3,Limei Wang~1 1.School of Earth Sciences and Resources,China University of Geosciences(Beijing),Beijing 100083,China. 2.State Key laboratory of Geological Processes and Mineral Resources,China University of Geosciences,Beijing 100083,China 3.Henan Institute of Geological Survey,Zhengzhou 450007,China 《地学前缘》 EI CAS CSCD 北大核心 2009年第S1期166-167,共2页
The development of 3D geological models involves the integration of large amounts of geological data,as well as additional accessible proprietary lithological, structural,geochemical,geophysical,and borehole data.Luan... The development of 3D geological models involves the integration of large amounts of geological data,as well as additional accessible proprietary lithological, structural,geochemical,geophysical,and borehole data.Luanchuan,the case study area,southwestern Henan Province,is an important molybdenum-tungsten -lead-zinc polymetallic belt in China. 展开更多
关键词 3D geological modeling MULTI-SOURCE data MINERAL exploration METALLOGENIC model virtual geological section Luanchuan POLYMETALLIC REGION
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Microstructure modeling and virtual test of asphalt mixture based on three-dimensional discrete element method 被引量:4
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作者 马涛 张德育 +2 位作者 张垚 赵永利 黄晓明 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第6期1525-1534,共10页
The objective of this work is to model the microstructure of asphalt mixture and build virtual test for asphalt mixture by using Particle Flow Code in three dimensions(PFC^(3D))based on three-dimensional discrete elem... The objective of this work is to model the microstructure of asphalt mixture and build virtual test for asphalt mixture by using Particle Flow Code in three dimensions(PFC^(3D))based on three-dimensional discrete element method.A randomly generating algorithm was proposed to capture the three-dimensional irregular shape of coarse aggregate.And then,modeling algorithm and method for graded aggregates were built.Based on the combination of modeling of coarse aggregates,asphalt mastic and air voids,three-dimensional virtual sample of asphalt mixture was modeled by using PFC^(3D).Virtual tests for penetration test of aggregate and uniaxial creep test of asphalt mixture were built and conducted by using PFC^(3D).By comparison of the testing results between virtual tests and actual laboratory tests,the validity of the microstructure modeling and virtual test built in this study was verified.Additionally,compared with laboratory test,the virtual test is easier to conduct and has less variability.It is proved that microstructure modeling and virtual test based on three-dimensional discrete element method is a promising way to conduct research of asphalt mixture. 展开更多
关键词 asphalt mixture microstructure modeling virtual test discrete element method three-dimensional method
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Three-dimensional land FD-CSEM forward modeling using edge finite-element method 被引量:3
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作者 LIU Jian-xin LIU Peng-mao TONG Xiao-zhong 《Journal of Central South University》 SCIE EI CAS CSCD 2018年第1期131-140,共10页
A modeling tool for simulating three-dimensional land frequency-domain controlled-source electromagnetic surveys,based on a finite-element discretization of the Helmholtz equation for the electric fields,has been deve... A modeling tool for simulating three-dimensional land frequency-domain controlled-source electromagnetic surveys,based on a finite-element discretization of the Helmholtz equation for the electric fields,has been developed.The main difference between our modeling method and those previous works is edge finite-element approach applied to solving the three-dimensional land frequency-domain electromagnetic responses generated by horizontal electric dipole source.Firstly,the edge finite-element equation is formulated through the Galerkin method based on Helmholtz equation of the electric fields.Secondly,in order to check the validity of the modeling code,the numerical results are compared with the analytical solutions for a homogeneous half-space model.Finally,other three models are simulated with three-dimensional electromagnetic responses.The results indicate that the method can be applied for solving three-dimensional electromagnetic responses.The algorithm has been demonstrated,which can be effective to modeling the complex geo-electrical structures.This efficient algorithm will help to study the distribution laws of3-D land frequency-domain controlled-source electromagnetic responses and to setup basis for research of three-dimensional inversion. 展开更多
关键词 three-dimensional model frequency-domain electromagnetic method horizontal electric dipole forward modeling edge finite-element
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Three-dimensional forward modeling for magnetotelluric sounding by finite element method 被引量:3
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作者 童孝忠 柳建新 +3 位作者 谢维 徐凌华 郭荣文 程云涛 《Journal of Central South University》 SCIE EI CAS 2009年第1期136-142,共7页
A finite element algorithm combined with divergence condition was presented for computing three-dimensional(3D) magnetotelluric forward modeling. The finite element equation of three-dimensional magnetotelluric forwar... A finite element algorithm combined with divergence condition was presented for computing three-dimensional(3D) magnetotelluric forward modeling. The finite element equation of three-dimensional magnetotelluric forward modeling was derived from Maxwell's equations using general variation principle. The divergence condition was added forcedly to the electric field boundary value problem, which made the solution correct. The system of equation of the finite element algorithm was a large sparse, banded, symmetric, ill-conditioned, non-Hermitian complex matrix equation, which can be solved using the Bi-CGSTAB method. In order to prove correctness of the three-dimensional magnetotelluric forward algorithm, the computed results and analytic results of one-dimensional geo-electrical model were compared. In addition, the three-dimensional magnetotelluric forward algorithm is given a further evaluation by computing COMMEMI model. The forward modeling results show that the algorithm is very efficient, and it has a lot of advantages, such as the high precision, the canonical process of solving problem, meeting the internal boundary condition automatically and adapting to all kinds of distribution of multi-substances. 展开更多
关键词 magnetotelluric sounding three-dimensional forward modeling finite element method general variation principle divergence condition
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3D Integrated Geological Modeling in Tongshan Copper Deposit,Heilongjiang Province,China
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作者 Gongwen Wang,Limei Wang,Ge Cui,Chengyin Tan,Shanyan Jin School of Earth Sciences and Resources,China University of Geosciences(Beijing),Beijing 100083,China. 《地学前缘》 EI CAS CSCD 北大核心 2009年第S1期282-283,共2页
In this paper,3D-GIS reconstruction and interpolation approach,additional virtual borehole technology and BP network technology are used to explore the concealed ore body.The virtual borehole has same function as real... In this paper,3D-GIS reconstruction and interpolation approach,additional virtual borehole technology and BP network technology are used to explore the concealed ore body.The virtual borehole has same function as reality borehole due to the multi-information check and validation in 展开更多
关键词 3D geological modeling virtual BOREHOLE BP network MINERAL EXPLORATION Tongshan copper DEPOSIT
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Prediction of three-dimensional elastic behavior of filament-wound composites based on the bridging model
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作者 Dong-mei Yin Bao-ming Li Hong-cheng Xiao 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2021年第2期609-616,共8页
This work provides a method to predict the three-dimensional equivalent elastic properties of the filament-wound composites based on the multi-scale homogenization principle.In the meso-scale,a representative volume e... This work provides a method to predict the three-dimensional equivalent elastic properties of the filament-wound composites based on the multi-scale homogenization principle.In the meso-scale,a representative volume element(RVE)is defined and the bridging model is adopted to establish a theoretical predictive model for its three-dimensional equivalent elastic constants.The results obtained through this method for the previous experimental model are compared with the ones gained respectively by experiments and classical laminate theory to verify the reliability of this model.In addition,the effects of some winding parameters,such as winding angle,on the equivalent elastic behavior of the filament-wound composites are analyzed.The rules gained can provide a theoretical reference for the optimum design of filament-wound composites. 展开更多
关键词 Lightweight design Filament-wound composites Bridging model three-dimensional elastic properties
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Three-dimensional finite element analysis on effects of tunnel construction on nearby pile foundation 被引量:6
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作者 杨敏 孙庆 +1 位作者 李卫超 马亢 《Journal of Central South University》 SCIE EI CAS 2011年第3期909-916,共8页
A three-dimensional finite element simulation was carried out to investigate the effects of tunnel construction on nearby pile foundation.The displacement controlled model (DCM) was used to simulate the tunneling-indu... A three-dimensional finite element simulation was carried out to investigate the effects of tunnel construction on nearby pile foundation.The displacement controlled model (DCM) was used to simulate the tunneling-induced volume loss effects.The numerical model was verified based on the results of a centrifuge test and a set of parametric studies was implemented based on this model.There is good agreement between the trend of the results of the centrifuge test and the present model.The results of parametric studies show that the tunnelling-induced pile internal force and deformation depend mainly on the pile?tunnel distance,the pile length to tunnel depth ratio and the volume loss.Two different zones are separated by a 45° line projected from the tunnel springline.Within the zone of influence,the pile is subjected to tensile force and large settlement;whereas outside the zone of influence,dragload and small settlement are induced.It is also established that the impact of tunnelling on a pile group is substantially smaller as compared with a single pile in the same location with the rear pile in a group,demonstrating a positive pile group effect. 展开更多
关键词 finite element analysis TUNNELLING pile foundation three-dimensional simulation displacement controlled model
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Risk reduction in Sechahun iron ore deposit by geological boundary modification using multiple indicator Kriging 被引量:1
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作者 S.Kasmaee F.M.Torab 《Journal of Central South University》 SCIE EI CAS 2014年第5期2011-2017,共7页
Uncertainty on the geological contacts and the block volumes of the models along boundaries is often a major part of the global uncertainty of reserve estimation.This work introduces a geostatistical technique that ha... Uncertainty on the geological contacts and the block volumes of the models along boundaries is often a major part of the global uncertainty of reserve estimation.This work introduces a geostatistical technique that has been developed and tested in an iron ore deposit at Bafq mining district,in central Iran,and that,based on a probability criterion,helps to objectively model the geometry of this iron ore deposit.The main problem in reserve estimation of this ore body is its geometrical modeling and uncertainty in geological boundaries.This work deals with the geostatistical method of multiple indicator kriging,which is used to determine the real boundaries of ore body in different categories.This approach has potential to improve project performance and decrease operational risk.For this purpose,the ore body is separated into two categories including rich iron zone(w(Fe)>45%)and poor iron zone(20%<w(Fe)<45%).It significantly benefits to decrease the risk of reserve evaluation in the deposit.This case study also highlights the value of multiple indicator kriging as a tool for estimates the position of grade boundaries within the deposit.Comparison of the resultant probability maps with the real ore/waste contacts on the extracted levels shows that the first indicator model could separate the whole ore body(poor plus rich)from the waste zone by probability of more than 0.35,which concludes the total reserve of 53 million tons.The second indicator model applied to separate the rich and poor domains and the results show that the blocks with the estimated probability of equal to or more than 0.4 lay within the rich ore zone consisting of 15.8 million tons reserve. 展开更多
关键词 geological boundaries multiple indicator kriging risk assessment block model uncertainty Sechahun deposit
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深部水文地质学裂隙渗流研究挑战与进展
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作者 董艳辉 王礼恒 +4 位作者 张倩 周志超 文冬光 李守定 万力 《地学前缘》 北大核心 2026年第1期296-312,共17页
深部水文地质学是地球科学领域近年来快速发展的前沿方向,主要聚焦于地下数百米至数千米深度范围内的基岩裂隙含水系统。随着我国深部资源能源开发、环境保护与空间利用需求的不断增加,对深部地下水系统的认知程度与调控能力已成为支撑... 深部水文地质学是地球科学领域近年来快速发展的前沿方向,主要聚焦于地下数百米至数千米深度范围内的基岩裂隙含水系统。随着我国深部资源能源开发、环境保护与空间利用需求的不断增加,对深部地下水系统的认知程度与调控能力已成为支撑国家战略的关键科技问题。本文系统综述了深部水文地质学的研究进展,重点阐述了深部裂隙介质渗流的关键科学问题、研究方法与工程实践。首先,提出了深部水文地质学核心科学问题:深部地下水的来源与年龄、深浅层水循环相互作用机制、高度非均质含水系统表征、深部流体与工程相互作用以及深部生物圈影响。其次,系统梳理了深部裂隙介质渗流研究的关键方法与技术,包括实验室尺度的高精度观测与测试技术、现场实验与长期监测手段、多尺度数值模拟与多场耦合建模技术,以及多学科集成与人工智能研究范式。第三,聚焦典型工程背景,深入探讨了四类深部水文地质问题的研究进展:(1)深部低渗岩体裂隙渗流,以高放废物地质处置为例,分析了北山预选区深部地下水系统特征与水文循环模式;(2)深部低渗岩体裂隙溶质运移,以页岩气水力压裂为例,探讨了深部流体向上迁移的水文地质控制机制;(3)深部流体反应溶质运移,以深层碳酸盐岩储集空间为例,揭示了深部热液流体对储层改造的主控作用;(4)深部裂隙热流耦合,以增强型地热系统开发为例,分析了多场耦合作用下储层裂隙演化与热开采持续性的主控机制。最后,展望了深部水文地质学六大未来研究方向,包括深部观测技术系统建设、高精度裂隙渗流建模、多场耦合模拟能力提升、地球物理成像与水文融合、高分辨率水化学分析以及人工智能与大数据集成。本文对深部水文地质学理论、方法与应用的全面总结,旨在为高放废物地质处置、页岩气开发、二氧化碳地质封存、增强型地热系统以及深层至超深层油气资源开发等深部地质工程提供理论指导与技术支撑,为深部地下水资源的可持续管理与环境安全评价提供科学基础。 展开更多
关键词 深部地质工程 深部水文地质学 裂隙渗流 多场耦合 数值模拟
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基于ArcGIS ModelBuilder的复杂地质体自动建模方法 被引量:15
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作者 宋仁波 江南 +5 位作者 殷彪 窦小影 崔路阳 张鹏飞 王月香 李文慧 《工程地质学报》 CSCD 北大核心 2017年第2期393-401,共9页
与传统的二维(2D)地质绘图技术相比,三维地质建模技术能够更加直观、立体地展现地下岩层的结构和空间分布情况,在工程的规划、设计、施工和风险评估等过程都具有重要的应用价值。针对工程领域的建模对象往往涉及复杂地质体,为实现模型... 与传统的二维(2D)地质绘图技术相比,三维地质建模技术能够更加直观、立体地展现地下岩层的结构和空间分布情况,在工程的规划、设计、施工和风险评估等过程都具有重要的应用价值。针对工程领域的建模对象往往涉及复杂地质体,为实现模型的自动构建,本文提出一种基ArcGIS ModelBuilder的复杂地质体自动建模方法。首先,在ArcGIS平台的支持下,以钻孔数据和地质剖面图为数据源,采用面向对象编程Python语言结合ArcPy包,通过编程实现钻孔数据的自动预处理;其次,组合ArcScan自动矢量化和SkechUp人机交互对地质剖面进行预处理,从中提取出断裂3D矢量线,将它们集中存储于GIS空间数据库;然后,利用ModelBuilder可视化建模工具,通过调用ArcToolbox的文件转换和空间分析工具分别生成地层的三维实体模型和断裂的三维表面模型,从而实现复杂地质体自动建模;进一步,通过矢量化切割、剖面和开挖多边形作为TIN拉伸扩展工具的输入,并结合ArcScene实现模型多种形式的可视化。最后,采用南京仙林地区三维地质调查项目获取的钻孔数据进行了建模实验,建模结果表明:该方法具有准确、快速和自动化的优势,可为大范围、大批量地质建模提供可靠的技术方案。 展开更多
关键词 三维地质建模 ARCGIS modelBuilder 复杂地质体 自动建模
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基于Creatar XModeling的地应力场模拟自动化系统研究 被引量:5
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作者 刘振 吴耕宇 +3 位作者 杨博 潘懋 刘培刚 贾志宾 《科学技术与工程》 北大核心 2017年第15期19-25,共7页
有限元地应力场数值模拟在石油勘探开发、工程开挖领域应用广泛,有限元应力分析软件ANSYS凭借其强大的通用处理能力受到青睐;但是在地应力分析过程中该软件建模能力较弱,不能构建复杂的三维地质模型;其建模过程烦琐,且无法直接处理钻孔... 有限元地应力场数值模拟在石油勘探开发、工程开挖领域应用广泛,有限元应力分析软件ANSYS凭借其强大的通用处理能力受到青睐;但是在地应力分析过程中该软件建模能力较弱,不能构建复杂的三维地质模型;其建模过程烦琐,且无法直接处理钻孔、测井与地震等地学数据,同时考虑整个地应力求解过程人工参与较多,自动化水平较低。针对以上问题,地应力场模拟自动化系统将地质建模与地应力求解置于同一个平台环境下,利用三维地质建模技术构建地下岩体模型,展现地层之间的相互接触关系,并进行有限元求解得到三维地应力场分布。该系统能够提高建模效率、降低建模误差、简化材料参数设置,从而提高了地应力场建模自动化水平。 展开更多
关键词 有限元 地应力 三维地质建模 岩石力学参数 建模效率 系统一体化
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Deposit 3D modeling and application 被引量:46
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作者 罗周全 刘晓明 +2 位作者 苏家红 吴亚斌 刘望平 《Journal of Central South University of Technology》 EI 2007年第2期225-229,共5页
By the aid of the international mining software SURPAC, a geologic database for a multi-metal mine was established, 3D models of the surface, geologic fault, ore body, cavity and the underground openings were built, a... By the aid of the international mining software SURPAC, a geologic database for a multi-metal mine was established, 3D models of the surface, geologic fault, ore body, cavity and the underground openings were built, and the volume of the cavity of the mine based on the cavity 3D model was calculated. In order to compute the reserves, a grade block model was built and each metal element grade was estimated using Ordinary Kriging. Then, the reserve of each metal element and every sublevel of the mine was worked out. Finally, the calculated result of each metal reserve to its actual prospecting reserve was compared, and the results show that they are all almost equal to each other. The absolute errors of Sn, Pb, and Zn reserves are only 1.45%, 1.59% and 1.62%, respectively. Obviously, the built models are reliable and the calculated results of reserves are correct. They can be used to assist the geologic and mining engineers of the mine to do research work of reserves estimation, mining design, plan making and so on. 展开更多
关键词 geologic database deposit model CAVITY RESERVES SURPAC software
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Adaptive tracking algorithm based on 3D variable turn model 被引量:1
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作者 Xiaohua Nie Fuming Zhang 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 2017年第5期851-860,共10页
Satisfactory results cannot be obtained when three-dimensional (3D) targets with complex maneuvering characteristics are tracked by the commonly used two-dimensional coordinated turn (2DCT) model. To address the probl... Satisfactory results cannot be obtained when three-dimensional (3D) targets with complex maneuvering characteristics are tracked by the commonly used two-dimensional coordinated turn (2DCT) model. To address the problem of 3D target tracking with strong maneuverability, on the basis of the modified three-dimensional variable turn (3DVT) model, an adaptive tracking algorithm is proposed by combining with the cubature Kalman filter (CKF) in this paper. Through ideology of real-time identification, the parameters of the model are changed to adjust the state transition matrix and the state noise covariance matrix. Therefore, states of the target are matched in real-time to achieve the purpose of adaptive tracking. Finally, four simulations are analyzed in different settings by the Monte Carlo method. All results show that the proposed algorithm can update parameters of the model and identify motion characteristics in real-time when targets tracking also has a better tracking accuracy. 展开更多
关键词 maneuvering target tracking adaptive tracking algorithm modified three-dimensional variable turn (3DVT) model cubature Kalman filter (CKF)
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三维地质建模及其在城市地下空间规划中的应用 被引量:4
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作者 何晗晗 周圆心 +6 位作者 何静 韩中鹏 赵怡婷 刘晶 李超 韩子金 肖为 《地球学报》 北大核心 2025年第2期456-470,共15页
城市化进程使得城市建设用地的供需矛盾愈发尖锐,开发利用地下空间成为提高城市韧性、创建低碳城市的关键策略。地下空间的直接载体为地质环境,加之其自身的三维空间属性,使得三维地质建模对地下空间尤其是城市地下空间规划具有重要意... 城市化进程使得城市建设用地的供需矛盾愈发尖锐,开发利用地下空间成为提高城市韧性、创建低碳城市的关键策略。地下空间的直接载体为地质环境,加之其自身的三维空间属性,使得三维地质建模对地下空间尤其是城市地下空间规划具有重要意义。城市地下空间规划并非局限于二维层面,而是涵盖竖向深度与平面范围的三维管控,与三维地质的理念相通。尽管如此,现阶段三维地质建模在城市地下空间规划中的应用尚待明确。本次以北京城区某地为研究区,通过资料搜集、数据分析结合三维地质建模技术,利用1041个钻孔数据和34条标准化地层剖面,创建了研究区浅部三维地质模型。从三维地层结构、关键地质层和集成评价分区三个方面,探讨了三维地质建模在城市地下空间规划中的应用,综合模型与地质适宜性评价成果,从竖向深度和平面范围上为研究区地下空间规划提供了地质支撑,也为后续区域层面的北京城市地下空间规划提供参考。 展开更多
关键词 三维地质建模 城市地下空间规划 地质适宜性评价 三维地层结构 关键地质层
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中低温岩浆热液型金矿床找矿预测地质模型 被引量:4
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作者 薛建玲 庞振山 +5 位作者 程志中 陈辉 张晓飞 贾儒雅 俞炳 牟妮妮 《岩石学报》 SCIE EI CAS 北大核心 2025年第1期4-30,共27页
我国金矿资源对外依存度长期居高不下,立足国内,寻找并探明一批大型金矿床是一项迫在眉睫的重大任务。中低温岩浆热液型金矿床是我国金的最主要来源,如何寻找其隐伏矿和深部矿成为当前矿产勘查研究的热点。本文以勘查区找矿预测理论为指... 我国金矿资源对外依存度长期居高不下,立足国内,寻找并探明一批大型金矿床是一项迫在眉睫的重大任务。中低温岩浆热液型金矿床是我国金的最主要来源,如何寻找其隐伏矿和深部矿成为当前矿产勘查研究的热点。本文以勘查区找矿预测理论为指导,以中低温岩浆热液型金矿床为研究对象,总结了中低温岩浆热液型金矿床地质特征,构建了以成矿地质体、成矿构造和成矿结构面特征和成矿作用特征标志为核心内容的找矿预测地质模型,为该类型金矿床找矿预测提供了新的思路,指导隐伏矿和深部矿金资源勘查取得突破。中低温岩浆热液型金矿床分为中温岩浆热液型金矿床和低温岩浆热液型金矿床两个亚类,广泛发育于陆块区和造山带中,赋矿围岩多种多样,成矿时代广泛,主要集中在中生代。本文厘定了中低温岩浆热液型金矿床成矿地质体为中酸性侵入体,与矿床(体)呈现出空间上相依(1~5km)、时间上相近(10Myr)、成因上相关的内在成生联系和时空配置关系。成矿构造属褶皱、断裂、岩浆侵入复合构造系统;成矿结构面主要有断裂、硅钙面、岩溶构造及岩体侵入接触带、爆破角砾岩体及水压裂隙等;矿化样式受成矿结构面控制,大致可分为四个类型:层状、脉状、块状及其组合而成的复合型。中温岩浆热液型金矿床成矿作用早阶段温度可达450℃左右,形成强度不等的钾长石化、钠长石化或铁白云石化;主成矿阶段成矿温度250℃左右,蚀变主要为硅化、绢云母化、伊利石化,Au和Ag共伴生,同时伴生少量Pb、Zn、Cu等,主要金属矿物为黄铁矿,次为黄铜矿、磁黄铁矿、方铅矿和闪锌矿;而低温岩浆热液型金矿床成矿作用主阶段温度低于250℃,Au和As、Sb共伴生,Ag含量低,常见毒砂和辉锑矿等矿物,成矿作用早阶段蚀变则主要为硅化,有的为次生石英岩化。金的沉淀富集机制包括流体的沸腾、混合和交代等机制。成矿作用中心位于岩体外接触带2~3km和接触带之内,由浅部到深部形成“上脉下层”的二元结构模式,脉状矿体具有侧伏延深规律,在此基础上构建了找矿预测地质模型。在该模型指导下,我们重新厘定了我国重要成矿区带金矿床类型,在深部发现新的矿体样式,拓宽了深部找矿空间,提升了我国重要成矿区带成矿规律的认识水平,带动了我国重要成矿区带金矿找矿新突破。 展开更多
关键词 中温岩浆热液型金矿床 低温岩浆热液型金矿床 成矿地质体 成矿构造与成矿结构面 成矿作用特征标志 找矿预测模型
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Hydrocarbon Reservoir Modeling for Use in Hydrocarbon Reserves Estimation in DV-Geo 被引量:1
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作者 S. I. Bilibin M. V. Perepechkin Ye. V. Kovalevskiy 《岩性油气藏》 CSCD 2010年第F07期90-92,共3页
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融合SVM-RFE与层次分析-信息量模型的地质灾害易发性评价 被引量:1
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作者 李文杰 巨能攀 +2 位作者 王栋 陈浩 解明礼 《自然灾害学报》 北大核心 2025年第3期99-109,共11页
我国地质灾害频发,严重威胁人民群众的生命及财产安全,开展地质灾害易发性评价工作对地质灾害防治起着重要的作用。目前,针对地质灾害易发性评价,其评价因子的选取多为单一定性分析,主观性较强,缺乏科学性,同时因子之间的相互关系考虑... 我国地质灾害频发,严重威胁人民群众的生命及财产安全,开展地质灾害易发性评价工作对地质灾害防治起着重要的作用。目前,针对地质灾害易发性评价,其评价因子的选取多为单一定性分析,主观性较强,缺乏科学性,同时因子之间的相互关系考虑较少。文中以林芝市为例,选取高程、坡度、坡向等14个初始影响因子,通过基于支持向量机的递归特征消除(support vector machine-recursive feature elimination,SVM-RFE)算法对因子进行重要性排序及筛选,采用皮尔逊相关性分析考虑因子之间的相互关系,结合重要性排序消除相关性较高的因子,从而确定出了12组易发性评价因子,并基于层次分析-信息量模型开展林芝市地质灾害易发性评价,采用成功率曲线进行结果精度检验。结果表明:研究区内地质灾害极高易发区和高易发区主要集中在主道路及其附近,以及主要水系延伸地区;高易发区是研究区内所占面积最广的区域,面积为45 312.16 km^(2),占林芝市总面积的30.37%。根据评价结果精度检验得到曲线下面积(area under curve,AUC)值为0.846,表明本方法开展地质灾害易发性评价的准确率较高,可为林芝市地质灾害防治和经济建设提供科学依据。 展开更多
关键词 SVM-RFE 层次分析-信息量模型 地质灾害 评价因子 易发性评价
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碎屑岩储层智能表征与建模方法研究现状及展望 被引量:1
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作者 岳大力 李伟 +9 位作者 王武荣 孙盼科 吴胜和 徐振华 刘磊 邬德刚 屈林博 任柯宇 林津 张姝琪 《古地理学报》 北大核心 2025年第4期903-923,共21页
碎屑岩储层是中国乃至全球油气资源的重要载体。受限于碎屑岩储层非均质强、地下表征资料相对不足的客观条件,传统的表征与建模技术长期以来难以满足地下储层精细勘探与高效开发的需求。21世纪以来,众多学者逐步尝试将人工智能技术引入... 碎屑岩储层是中国乃至全球油气资源的重要载体。受限于碎屑岩储层非均质强、地下表征资料相对不足的客观条件,传统的表征与建模技术长期以来难以满足地下储层精细勘探与高效开发的需求。21世纪以来,众多学者逐步尝试将人工智能技术引入碎屑岩储层表征与建模领域,并在近10年取得快速发展。鉴于此,作者系统梳理了智能化技术在碎屑岩储层表征与建模领域的发展历程与研究现状,重点阐述了储层参数测井智能解释、智能化断层与地层构造解析、井震融合智能储层预测、碎屑岩储层智能三维地质建模的最新研究进展与应用效果,并分析了不同智能化储层表征与建模技术面临的挑战与未来的发展方向。总体而言,上述碎屑岩储层智能表征技术在不同程度上面临着高质量样本不足、智能学习模型泛化能力较差、知识驱动与数据驱动融合程度低等难题,未来仍有巨大的发展空间与良好的应用前景。 展开更多
关键词 碎屑岩 储层表征 三维地质建模 测井解释 井震融合 人工智能
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基于地球物理与地质数据融合的古河道特征研究——以徐州城区全新世古河道为例
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作者 姜国庆 杜建国 +4 位作者 程久龙 邹鹏飞 许书刚 喻永祥 魏永耀 《地质与勘探》 北大核心 2025年第6期1254-1264,共11页
徐州城区全新世古河道对岩溶发育及工程建设具有重要影响。为查明古河道空间展布及沉积特征,本文综合运用浅层地震横波反射法、地震映像法、瑞利面波法、高密度电阻率法和瞬变电磁法,结合大量的工程钻孔资料,开展地球物理与地质信息融... 徐州城区全新世古河道对岩溶发育及工程建设具有重要影响。为查明古河道空间展布及沉积特征,本文综合运用浅层地震横波反射法、地震映像法、瑞利面波法、高密度电阻率法和瞬变电磁法,结合大量的工程钻孔资料,开展地球物理与地质信息融合分析。通过多种地球物理方法探测成果与钻孔岩性数据的空间对比,建立了研究区古河道的二维、三维地质模型,揭示了古河道沉积物的埋藏深度及岩性结构特征。结果表明,地球物理方法结合钻孔岩性标定,可以精细刻画研究区古河道的几何形态及沉积物特征;徐州城区全新世古河道在空间上呈“Y”字型展布,河道沉积物为古黄河携带的粉砂、粉土,其沉积厚度受古河床形态的制约;古汴水与古泗水交汇前,古汴水河道底界埋深约18~20 m,古泗水河道底界埋深约15~17 m,交汇后侵蚀基准面下降,河道底界加深至22~25 m,局部可达27.2 m。本研究采用地球物理与地质数据的融合分析,显著提升了复杂沉积环境下古河道重建的精度。研究成果为徐州城市地下空间开发规划、岩溶地质灾害防控及历史河道演化研究提供了科学依据。 展开更多
关键词 古河道 综合地球物理 地质数据 信息融合 地质模型 徐州市
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