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Using structure restoration maps to comprehensively identify potential faults and fractures in compressional structures 被引量:5
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作者 欧成华 陈伟 李朝纯 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第3期677-684,共8页
Faults and fractures of multiple scales are frequently induced and generated in compressional structural system. Comprehensive identification of these potential faults and fractures that cannot be distinguished direct... Faults and fractures of multiple scales are frequently induced and generated in compressional structural system. Comprehensive identification of these potential faults and fractures that cannot be distinguished directly from seismic profile of the complex structures is still an unanswered problem. Based on the compressional structural geometry and kinematics theories as well as the structural interpretation from seismic data, a set of techniques is established for the identification of potential faults and fractures in compressional structures. Firstly, three-dimensional(3D) patterns and characteristics of the faults directly interpreted from seismic profile were illustrated by 3D structural model. Then, the unfolding index maps, the principal structural curvature maps, and tectonic stress field maps were obtained from structural restoration. Moreover, potential faults and fractures in compressional structures were quantitatively identified relying on comprehensive analysis of these three maps. Successful identification of the potential faults and fractures in Mishrif limestone formation and in Asmari dolomite formation of Buzurgan anticline in Iraq demonstrates the applicability and reliability of these techniques. 展开更多
关键词 potential fault and fracture comprehensive identification structure restoration maps 3D structural modeling compressional structures
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Stacking fault energy and electronic structure of molybdenum under solid solution softening/hardening 被引量:2
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作者 LIU Pan LIU Liu-cheng GONG Hao-ran 《Journal of Central South University》 SCIE EI CAS CSCD 2021年第1期39-47,共9页
Ab initio calculations are used to understand the fundamental mechanism of the solid solution softening/hardening of the Mo-binary system.The results reveal that the Mo-Ti,Mo-Ta,Mo-Nb,and Mo-W interactions are primari... Ab initio calculations are used to understand the fundamental mechanism of the solid solution softening/hardening of the Mo-binary system.The results reveal that the Mo-Ti,Mo-Ta,Mo-Nb,and Mo-W interactions are primarily attractive with negative heats of formation,while the interactions of Mo-Re,and Mo-Zr would be mainly repulsive with positive heats of formation.It is also shown that the addition of Re and Zr would cause the solid solution softening of Mo by the decrease of the unstable stacking fault energy and the increase of ductility.On the contrary,the elements of W,Ta,Ti,and Nb could bring about the solid-solution hardening of Mo through the impediment of the slip of the dislocation and the decrease of ductility.Electronic structures indicate that the weaker/stronger chemical bonding due to the alloying elements should fundamentally induce the solid solution softening/hardening of Mo.The results are discussed and compared with available evidence in literatures,which could deepen the fundamental understanding of the solid solution softening/hardening of the binary metallic system. 展开更多
关键词 stacking fault energy electronic structure MOLYBDENUM solid solution softening/hardening ab initio calculation
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Application of virtual material in joint surface of complex assembled structures
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作者 崔志琴 景银萍 《Journal of Central South University》 SCIE EI CAS 2008年第S2期421-424,共4页
In order to acquire the dynamic characteristics of joint surfaces of complex assembled structures, a novel parameter identification technique was adopted. Virtual materials were introduced to simulate the stiffness an... In order to acquire the dynamic characteristics of joint surfaces of complex assembled structures, a novel parameter identification technique was adopted. Virtual materials were introduced to simulate the stiffness and damping features of the joint surfaces between two different structures. Properties of the virtual materials, including elasticity modulus, density, and Poisson ratio, were gradually modified. At last, FEM modal results of the assembled structures are consistent with the experimental ones. This proves the feasibility of the simulating method and paves a solid foundation of the further research of the dynamic simulation. 展开更多
关键词 VIRTUAL materials VIBRATION MODAL ASSEMBLED structure joint surface
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Crustal structure in northern margin of Tianshan mountains and seismotectonics of the 1906 Manas earthquake 被引量:38
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作者 王椿镛 楼海 +1 位作者 魏修成 吴庆举 《地震学报》 CSCD 北大核心 2001年第5期460-470,共11页
长86 km、南北向横跨乌鲁木齐坳陷的深地震反射剖面,揭示了北天山山前地壳的薄皮构造特征.共深度点叠加剖面的石河子以南部分显示了天山北缘平行山体的第一和第二排背斜构造.与双程时间分别为2.5~3.0s和5.5~6.0s的反射事件对应的滑脱... 长86 km、南北向横跨乌鲁木齐坳陷的深地震反射剖面,揭示了北天山山前地壳的薄皮构造特征.共深度点叠加剖面的石河子以南部分显示了天山北缘平行山体的第一和第二排背斜构造.与双程时间分别为2.5~3.0s和5.5~6.0s的反射事件对应的滑脱构造,将地壳深部构造与地表逆断裂-褶皱构造联系在一起.玛纳斯断裂以铲形方式向下延伸,在2.5s左右深度归并于第一滑脱面,向南与清水河断裂汇合.在5.5~6.0s深度上为与玛纳斯下背斜相连的主滑脱面.它们最终汇集到准噶尔南缘断裂.石河子以北的坳陷沉积深度达12~14km.沿剖面的莫霍界面深度在准噶尔盆地为45km左右,往南加深至50km.对该区域内的深地震测深剖面和布格重力异常资料的分析结果,与深反射剖面的地壳结构图象具有一致性.深地震反射剖面通过1906年玛纳斯7.7级地震宏观震中区,共深度点叠加剖面用于推断玛纳斯7.7级地震与北天山山前地壳构造之间的关系:玛纳斯地震属于一类“褶皱地震”,其发震构造是由准噶尔南缘断裂、清水河逆冲断裂、滑脱面和玛纳斯浅部断坡组成的断层系. 展开更多
关键词 地壳结构 深地震反射剖面 逆断层-褶皱带 玛纳斯地震区 地震构造
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3-D velocity structure in the central-eastern part of Qilianshan 被引量:30
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作者 张元生 周民都 +2 位作者 荣代潞 张立光 许中秋 《地震学报》 CSCD 北大核心 2004年第3期247-255,共9页
The 3-D velocity tomography image of the central-eastern part of Qilianshan is obtained by the joint inversion of 3-D velocity structure and focal parameters based on the S-P data of micro-earthquakes recorded by the ... The 3-D velocity tomography image of the central-eastern part of Qilianshan is obtained by the joint inversion of 3-D velocity structure and focal parameters based on the S-P data of micro-earthquakes recorded by the digital seismic network set up for a Sino-French cooperation program since 1996. The inversed velocity structure does primarily reflect some important features of the deep structure in the region and provide the scientific background for the further study of active tectonic structure and the calculation of earthquake parameters. 展开更多
关键词 祁连山中东段 微震观测 三维速度结构 震源参数 联合反演
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Experimental study on anti-penetration mechanism of bolted composite protective structure with limited span under impact of low-velocity projectile 被引量:3
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作者 Yu-jia Liu Dian Li +2 位作者 Hai-liang Hou Zhu-jie Zhao Yue Xie 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2022年第6期995-1005,共11页
In order to study the influence of the bolt joint mode on low-velocity projectiles penetrating the composite protective structure,two bolt joint models which connect the composite target to the fixed frame were design... In order to study the influence of the bolt joint mode on low-velocity projectiles penetrating the composite protective structure,two bolt joint models which connect the composite target to the fixed frame were designed,the ballistic test of the bolted composite protective structure with limited span was carried out,and the bearing and failure characteristics of the bolted region,as well as the energy dissipation of each part of the structure,were analyzed.The results show that in the condition of lowvelocity impact,there are three failure modes for the bolted composite protective structure subjected to projectile penetration,including failure of the impact point of the composite target,failure of protective structure connecting components and failure of the holes in the bolted region of the composite target;the failure mode of bolt holes in the bolted region has a great influence on the protection performance,and the allowable value of the bearing capacity of the bolted region depends on the sum of the minimum failure load in the failure modes and the friction force;shear-out failure occurring in the bolt holes in the bolted region exerts the greatest effect on ballistic performance,which should be avoided;When simultaneous failure occurs in the bolted region and the free deformation region of the composite protective structure,the energy absorption per unit surface density of the composite protective structure reaches the maximum,which can give full play to its anti-penetration efficiency. 展开更多
关键词 Impact dynamics Composite protective structure Bolt joint Ballistic test Failure modes
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Mechanical genesis of Henan(China) Yima thrust nappe structure 被引量:2
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作者 蔡武 窦林名 +3 位作者 何江 刘海顺 李振雷 丁言露 《Journal of Central South University》 SCIE EI CAS 2014年第7期2857-2865,共9页
Considering the serious coal and rock dynamic disasters around the main slip plane called F16 in the coal mining area) of Henan Yima(China) thrust nappe structure,the mechanical genesis of the Yima thrust nappe struct... Considering the serious coal and rock dynamic disasters around the main slip plane called F16 in the coal mining area) of Henan Yima(China) thrust nappe structure,the mechanical genesis of the Yima thrust nappe structure was studied comprehensively using geomechanics,fault mechanics,elastic mechanics,and Coulomb's law of friction.First,using the centrifugal inertia force of Earth's rotation as a source,a mechanical model of N-S compression superimposed with W-E reverse torsion was established to explain the formation of the early Yima coal basin and Jurassic Yima Group coal measures.Second,an equation for the ultimate stress in the forming stage of F16 was derived using the plastic slip-line field theory and the parabolic Mohr failure criterion.Moreover,the distribution of ultimate stress and the geometric characteristics of the fault profile were obtained using the field model parameters.Finally,the stress field of F16 and the mechanical genesis of the large-scale reverse thrust sheet were discussed based on elastic mechanics theory and Coulomb's law of friction.The results show that the tectonic framework of the early Yima coal basin and the formation pattern of Jurassic Yima Group coal measures given by the model are consistent with the in-situ explorations.The geometric characteristics of the fault profile obtained by numerical calculation can better reflect the shape of F16 in its forming stage,and the mechanical genesis of the large-scale reverse thrust sheet also concurred with the field situations.Thus,this work can provide a foundation for further studies on the genesis of the thrust nappe structure,the mechanism of rock bursts induced by F16,and the characteristics of the residual stress field in the Yima mining area. 展开更多
关键词 mechanical genesis thrust nappe structure centrifugal inertia force fault mechanics slip-line field theory Coulomb's law of friction
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Finite element analysis of fluid-structure interaction in buried liquid-conveying pipeline 被引量:1
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作者 朱庆杰 陈艳华 +1 位作者 刘廷权 代兆立 《Journal of Central South University》 SCIE EI CAS 2008年第S1期307-310,共4页
Long distance buried liquid-conveying pipeline is inevitable to cross faults and under earthquake action,it is necessary to calculate fluid-structure interaction(FSI) in finite element analysis under pipe-soil interac... Long distance buried liquid-conveying pipeline is inevitable to cross faults and under earthquake action,it is necessary to calculate fluid-structure interaction(FSI) in finite element analysis under pipe-soil interaction.Under multi-action of site,fault movement and earthquake,finite element model of buried liquid-conveying pipeline for the calculation of fluid structure interaction was constructed through combinative application of ADINA-parasolid and ADINA-native modeling methods,and the direct computing method of two-way fluid-structure coupling was introduced.The methods of solid and fluid modeling were analyzed,pipe-soil friction was defined in solid model,and special flow assumption and fluid structure interface condition were defined in fluid model.Earthquake load,gravity and displacement of fault movement were applied,also model preferences.Finite element research on the damage of buried liquid-conveying pipeline was carried out through computing fluid-structure coupling.The influences of pipe-soil friction coefficient,fault-pipe angle,and liquid density on axial stress of pipeline were analyzed,and optimum parameters were proposed for the protection of buried liquid-conveying pipeline. 展开更多
关键词 fluid-structure coupling BURIED liquid-conveying PIPELINE ADINA finite element faultS EARTHQUAKE
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A process monitoring method for autoregressive-dynamic inner total latent structure projection
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作者 CHEN Yalin KONG Xiangyu LUO Jiayu 《Journal of Systems Engineering and Electronics》 SCIE CSCD 2024年第5期1326-1336,共11页
As a dynamic projection to latent structures(PLS)method with a good output prediction ability,dynamic inner PLS(DiPLS)is widely used in the prediction of key performance indi-cators.However,due to the oblique decompos... As a dynamic projection to latent structures(PLS)method with a good output prediction ability,dynamic inner PLS(DiPLS)is widely used in the prediction of key performance indi-cators.However,due to the oblique decomposition of the input space by DiPLS,there are false alarms in the actual industrial process during fault detection.To address the above problems,a dynamic modeling method based on autoregressive-dynamic inner total PLS(AR-DiTPLS)is proposed.The method first uses the regression relation matrix to decompose the input space orthogonally,which reduces useless information for the predic-tion output in the quality-related dynamic subspace.Then,a vector autoregressive model(VAR)is constructed for the predic-tion score to separate dynamic information and static informa-tion.Based on the VAR model,appropriate statistical indicators are further constructed for online monitoring,which reduces the occurrence of false alarms.The effectiveness of the method is verified by a Tennessee-Eastman industrial simulation process and a three-phase flow system. 展开更多
关键词 dynamic characteristic fault detection feature extraction process monitoring projection to latent structure(PLS) quality-related spatial partitioning
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Identification of Low-level Faults in Dense Well Pattern by Joint Well-seismic Interpretation
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作者 Zhang Xin Gan Lideng +1 位作者 Liu Wenling Jiang Yan 《石油地球物理勘探》 EI CSCD 北大核心 2012年第A02期82-89,共8页
关键词 石油 地球物理勘探 地质调查 油气资源
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A diagnosis method based on graph neural networks embedded with multirelationships of intrinsic mode functions for multiple mechanical faults
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作者 Bin Wang Manyi Wang +3 位作者 Yadong Xu Liangkuan Wang Shiyu Chen Xuanshi Chen 《Defence Technology(防务技术)》 2025年第8期364-373,共10页
Fault diagnosis occupies a pivotal position within the domain of machine and equipment management.Existing methods,however,often exhibit limitations in their scope of application,typically focusing on specific types o... Fault diagnosis occupies a pivotal position within the domain of machine and equipment management.Existing methods,however,often exhibit limitations in their scope of application,typically focusing on specific types of signals or faults in individual mechanical components while being constrained by data types and inherent characteristics.To address the limitations of existing methods,we propose a fault diagnosis method based on graph neural networks(GNNs)embedded with multirelationships of intrinsic mode functions(MIMF).The approach introduces a novel graph topological structure constructed from the features of intrinsic mode functions(IMFs)of monitored signals and their multirelationships.Additionally,a graph-level based fault diagnosis network model is designed to enhance feature learning capabilities for graph samples and enable flexible application across diverse signal sources and devices.Experimental validation with datasets including independent vibration signals for gear fault detection,mixed vibration signals for concurrent gear and bearing faults,and pressure signals for hydraulic cylinder leakage characterization demonstrates the model's adaptability and superior diagnostic accuracy across various types of signals and mechanical systems. 展开更多
关键词 fault diagnosis Graph neural networks Graph topological structure Intrinsic mode functions Feature learning
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Study on Distribution Characteristics of Coal Reservoir Pressure near Normal Fault in Central Shizhuang South Block of Qinshui Basin 被引量:4
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作者 李志恒 侃小明 李忠诚 《矿业安全与环保》 北大核心 2017年第5期21-24,29,共5页
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A DEEP SEISMIC REFLECTION PROFILE ACROSS ALTUN FAULT BELT 被引量:3
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作者 Gao Rui 1, Liu Hongbin 2, Li Qiusheng 1,Li Pengwu 1, Yao Peiyi 1, Huang Dongding 3 (1 Lithosphere Research Center, Institute of Geology, Chinese Academy of Geological Sciences, Beijing 100037, China,E\|mail: gaorui@cags.cn.net 2 Institute of Ge 《地学前缘》 EI CAS CSCD 2000年第S1期205-205,共1页
Altun fault is regarded as a large\|scale sinistral strike\|slip fault, it is composed of several faults with the different character, and there is a special geological structure in the fault belt, and they constitute... Altun fault is regarded as a large\|scale sinistral strike\|slip fault, it is composed of several faults with the different character, and there is a special geological structure in the fault belt, and they constitute the northwestern margin fault belt of the Qinghai\|Tibetan plateau. In order to investigate the deep crust structure in the Altun region, layers which Tarim lithosphere subducted beneath the Qinghai\|Tibetan plateau, the forward structure of the subduction plate and the scale of the plate subduction, a deep seismic reflection profile was designed. Data collection work of the deep seismic reflection profile across Altun fault was completed during 24/8/1999 to 25/9/1999. The profile locates in Qiemo county, Xinjiang Uygur Autonomous Region, the southern end of the profile stretches into Altun Mountains, the northern end locates in the Tarim desert margin. The profile is nearly SN trending and crosses the main Altun fault. The profile totally is 145km long, time record is 30 seconds, the smallest explosive amount is 72~100kg, the biggest explosive amount reaches 200~300kg, the explosive distance is 800m, and detectors are laid at a 50m distance. 展开更多
关键词 DEEP seismic reflection probing Altun fault BELT TARIM b lock DEEP CRUST structure MOHO
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Total PLS Based Contribution Plots for Fault Diagnosis 被引量:26
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作者 LI Gang QIN Si-Zhao +1 位作者 JI Yin-Dong ZHOU Dong-Hua 《自动化学报》 EI CSCD 北大核心 2009年第6期759-765,共7页
关键词 自动化系统 数据驱动 故障诊断 最小二乘法
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Subsurface Structural Elements Delineation Using Electrical Resistivity Method—A Pointer to Groundwater Exploration:Case Study of Northcentral Part of Futa Campus,Southwestern Nigeria
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作者 Akinniyi Akinsunmade 《地学前缘》 EI CAS CSCD 北大核心 2009年第S1期14-15,共2页
Electrical resistivity survey was carried out as part of an integrated study of a portion of Federal University of Technology Akure,Campus,South-- western Nigeria—a Basement terrain,to unravel the rock types;delineat... Electrical resistivity survey was carried out as part of an integrated study of a portion of Federal University of Technology Akure,Campus,South-- western Nigeria—a Basement terrain,to unravel the rock types;delineate structural elements such as fractures and determine the ground water zones which could be pin-pointed for water borehole drilling. Thirty-three(33) Vertical Electrical Sounding(VES) along seven traverse lines using the 展开更多
关键词 SUBSURFACE structural elements vertical electrical sounding(VES) GEOELECTRIC section fault zones
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Effect of cold-working on corrosion induced damage in lug joints
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作者 Ramanath M.N Chikmath L. Murthy H. 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2024年第6期175-182,共8页
Lug joints are preferred joineries for transferring heavy loads to parent components in aerospace vehicles.They experience corrosion due to environmental conditions,improper surface finishes and rubbing displacement b... Lug joints are preferred joineries for transferring heavy loads to parent components in aerospace vehicles.They experience corrosion due to environmental conditions,improper surface finishes and rubbing displacement between the pin and lug-hole.This causes damage of different sizes and shapes near the lug-hole.Stiffness degradation due to corrosion-induced damage is modelled as a through-pit at one of the identified critical locations through stress analysis.The effect of this pit on fatigue crack initiation life is estimated.Lug-hole is pre-stressed by cold-working and the benefits of inducing plastic wake on the intended performance of the lug joint during the damages due to corrosion are brought out and compared with non-cold-worked lug-hole.Numerical analysis is performed on this lug joint with pressfit.The results obtained highlight the benefits of cold-working and the methodology can be extended to damage growth and analyse the effect of surface treatments for better structural integrity of components of aerospace vehicles. 展开更多
关键词 Lug joint CORROSION Crack initiation COLD-WORKING structural integrity
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装配式地下车站混凝土结构力学性能研究与应用进展 被引量:2
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作者 薛伟辰 张保证 +2 位作者 江佳斐 徐军林 邢琼 《隧道建设(中英文)》 北大核心 2025年第3期435-449,共15页
首先,系统总结装配式地下车站混凝土结构静力性能与抗震性能的研究现状,重点对装配式地下车站混凝土结构节点(墙板节点、梁板柱节点)和整体结构的力学性能研究进展进行综述。结果表明:1)装配整体式和全装配式2类混凝土结构均具有良好的... 首先,系统总结装配式地下车站混凝土结构静力性能与抗震性能的研究现状,重点对装配式地下车站混凝土结构节点(墙板节点、梁板柱节点)和整体结构的力学性能研究进展进行综述。结果表明:1)装配整体式和全装配式2类混凝土结构均具有良好的承载力、延性和耗能能力,以及较好的静力性能与抗震性能;2)装配整体式地下车站混凝土结构整体性强,总体抗震性能等同于现浇混凝土结构;3)全装配式地下车站混凝土结构变形能力更强,接头具有典型的半刚性特征。然后,基于装配式地下车站混凝土结构在白俄罗斯、俄罗斯、法国和我国多座城市地铁中的应用情况,对装配式混凝土结构在国内外地下车站的应用现状进行概述。最后,对装配式地下车站混凝土结构未来的发展和主要研究方向进行展望,指出装配式地下车站混凝土结构在设计方法、高效连接方式和考虑土-结构共同工作的抗震性能等方面仍需进一步研究。 展开更多
关键词 装配式地下车站 混凝土结构 连接方式 节点 整体结构 力学性能
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采动影响下坚硬岩桥型断层活化与储能演变规律 被引量:3
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作者 吕进国 韩文鹤 +3 位作者 张学朋 彭意胜 潘一山 代连朋 《煤炭学报》 北大核心 2025年第2期902-916,共15页
断层阻滑结构的存在会改变断层能量积聚与滑移行为规律,导致断层活化失稳机理与以往存在较大差异。为研究采动影响下坚硬岩桥型断层活化及储能的演化规律,理论分析了含坚硬岩桥型阻滑结构的断层活化条件;采用物理模拟试验方法,研究了开... 断层阻滑结构的存在会改变断层能量积聚与滑移行为规律,导致断层活化失稳机理与以往存在较大差异。为研究采动影响下坚硬岩桥型断层活化及储能的演化规律,理论分析了含坚硬岩桥型阻滑结构的断层活化条件;采用物理模拟试验方法,研究了开采扰动下含坚硬岩桥断层的滑移规律,分析了含坚硬岩桥与无阻滑结构的断层活化差异特征,研究了工作面回采过程中含坚硬岩桥与无阻滑结构的断层带正、剪应力变化特征;采用数值模拟方法,研究了临近断层开采过程中含坚硬岩桥与无阻滑结构的断层带应力分布与能量积聚规律。研究结果表明:开采扰动下含坚硬岩桥的断层呈现了更强的非均匀性滑移,但断层的滑移量明显减小,活化程度降低,坚硬岩桥可增加断层的稳定性,其稳定性的提高主要体现在断层面黏聚力的增加;靠近工作面的坚硬岩桥应力集中程度最高,最易发生剪切破坏,但在一定程度上坚硬岩桥会分散应力集中带;对于无阻滑的断层带,其弹性应变能密度随靠近断层开采而逐步增高,但增加幅度有限,且弹性应变能密度峰值始终呈现在工作面前方区域;而坚硬岩桥的存在改变了断层带能量的分布规律,其应变能密度峰值主要聚集在坚硬岩桥与断层带接触处位置。越靠近岩桥的断层带,其滑移挤压程度越高,能量积聚程度也越高;含坚硬岩桥的断层能量积聚程度远大于无阻滑结构断层,阻滑结构可大幅度提升断层带储能潜力。 展开更多
关键词 阻滑结构 坚硬岩桥 应变能 断层活化 失稳破坏
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塔里木盆地构造流体作用对超深层断控碳酸盐岩缝洞型储层的控制 被引量:2
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作者 曾联波 宋逸辰 +6 位作者 韩俊 韩剑发 姚迎涛 黄诚 张银涛 谭笑林 李浩 《石油勘探与开发》 北大核心 2025年第1期128-139,共12页
基于露头、岩心、测井、录井、三维地震、地球化学实验和生产测试等资料,利用生产动态分析、流体包裹体测温及碳氧同位素测试等多种方法,系统探讨塔里木盆地的构造和流体作用对超深层断控碳酸盐岩缝洞型储层规模、储层质量及其有效性与... 基于露头、岩心、测井、录井、三维地震、地球化学实验和生产测试等资料,利用生产动态分析、流体包裹体测温及碳氧同位素测试等多种方法,系统探讨塔里木盆地的构造和流体作用对超深层断控碳酸盐岩缝洞型储层规模、储层质量及其有效性与连通性的控制机理。研究表明:①走滑断层规模、构造部位与岩石力学层共同控制了缝洞储层的发育规模。断层规模越大,储层规模越大;叠接挤压段的储层规模大于叠接拉分段,纯走滑段的储层规模相对较小;走滑断层的交汇部位、转折部位与端部的储层规模较大;垂向上储层发育的差异性受岩石力学层控制,脆性指数高的岩石力学层更有利于缝洞储层的发育。②多期走滑断层活动及流体改造共同控制了缝洞储层的有效性演化及其非均质性。加里东晚期—海西早期的大气淡水活动期为缝洞储层主要形成期;海西晚期热液活动进一步加剧了有效储集空间分布的非均质性。③走滑断层构造部位和现今地应力控制了缝洞储层连通性。叠接拉分段缝洞储层连通性好于纯走滑段,叠接挤压段较差;与现今地应力方向近平行的走滑断层控制的缝洞储层连通性好。优质缝洞型储层平面上主要分布于走滑断层的叠接拉分段两侧断层交汇区域,叠接挤压段中部区域、纯走滑段交叉部位、转折部位和端部的羽状断层区;剖面上集中于高脆性指数的岩石力学层段。 展开更多
关键词 构造流体作用 缝洞型储层 走滑断层 岩石力学层 碳酸盐岩 超深层 塔里木盆地
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束合管幕结构结合缝力学性能数值分析
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作者 吉茂杰 朱科峰 +5 位作者 周希圣 黄小平 焦伯昌 洪剑宇 柳献 吕培林 《城市轨道交通研究》 北大核心 2025年第5期98-104,共7页
[目的]U-BIT(束合管幕结构)工法可以解决传统管幕法钢管节之间无法协同工作、支护效率差等问题。而束合管幕结构结合缝的受力性能将决定束合管幕整体结构的受力性能,因此有必要研究束合管幕结合缝的力学性能和破坏机理。[方法]提出一种... [目的]U-BIT(束合管幕结构)工法可以解决传统管幕法钢管节之间无法协同工作、支护效率差等问题。而束合管幕结构结合缝的受力性能将决定束合管幕整体结构的受力性能,因此有必要研究束合管幕结合缝的力学性能和破坏机理。[方法]提出一种梁-刚性板-弹簧有限元数值模型,并与试验数据进行对比验证;分析了束合管幕结构结合缝的全过程受力机理,以及结合缝混凝土与钢管节的黏结强度、预应力张拉力大小、预应力筋位置等因素,对束合管幕结构力学性能的影响。[结果及结论]结合缝脱开、预应力筋屈服、锁扣接触及锁扣拉坏是结合缝破坏的重要性能点;增大结合缝的黏结强度能够增加结合缝脱开弯矩,降低结合缝脱开安全系数,使其安全储备有所减小;提高预应力筋的预拉力能够有效提高结合缝脱开弯矩,但无法提高结合缝的屈服弯矩和极限弯矩,且结构极限状态延性系数较低;调整预应力筋位置,使其更靠近结合缝受拉侧,能够有效提高结合缝脱开弯矩。 展开更多
关键词 地下结构 束合管幕 结合缝 力学性能
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