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A New Approach for Evaluating and Optimizing Hydraulic Fracturing in Coalbed Methane Reservoirs
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作者 Xia Yan Wei Wang +6 位作者 Kai Shen Yanqing Feng Junyi Sun Xiaogang Li Wentao Zhu Binbin Shi Guanglong Sheng 《Energy Engineering》 2026年第1期417-430,共14页
In the development of coalbed methane(CBM)reservoirs using multistage fractured horizontal wells,there often exist areas that are either repeatedly stimulated or completely unstimulated between fracturing stages,leadi... In the development of coalbed methane(CBM)reservoirs using multistage fractured horizontal wells,there often exist areas that are either repeatedly stimulated or completely unstimulated between fracturing stages,leading to suboptimal reservoir performance.Currently,there is no well-established method for accurately evaluating the effectiveness of such stimulation.This study introduces,for the first time,the concept of the Fracture Network Bridging Coefficient(FNBC)as a novel metric to assess stimulation performance.By quantitatively coupling the proportions of unstimulated and overstimulated volumes,the FNBC effectively characterizes the connectivity and efficiency of the fracture network.A background grid calibration method is developed to quantify the stage-controlled volume,effectively stimulated volume,unstimulated volume,and repeatedly stimulated volume among different stages of horizontal wells.Furthermore,an optimization model is constructed by taking the FNBC as the objective function and the fracturing injection rate and fluid volume as optimization variables.The Simultaneous Perturbation Stochastic Approximation(SPSA)algorithm is employed to iteratively perturb and optimize these variables,progressively improving the FNBC until the optimal displacement rate and fluid volume corresponding to the maximum FNBC are obtained.Field application in a typical CBM multistage fractured horizontal well in China demonstrates that the FNBC increased from 0.358 to 0.539(a 50.6% improvement),with the injection rate rising from 16 m^(3)/min to 24 m^(3)/min and the average fluid volume per stage increasing from 2490 m^(3) to 3192 m^(3),significantly enhancing the stimulation effectiveness.This research provides theoretical support for designing high-efficiency stimulation strategies in unconventional reservoirs under dynamic limits. 展开更多
关键词 Coalbed methane FNBC fracturing stimulation parameters background grid method
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A data-driven PCA-RF-VIM method to identify key factors driving post-fracturing gas production of tight reservoirs
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作者 Yifan Zhao Xiaofan Li +5 位作者 Lei Zuo Zhongtai Hu Liangbin Dou Huagui Yu Tiantai Li Jun Lu 《Energy Geoscience》 2025年第2期436-450,共15页
Hydraulic fracturing technology has achieved remarkable results in improving the production of tight gas reservoirs,but its effectiveness is under the joint action of multiple factors of complexity.Traditional analysi... Hydraulic fracturing technology has achieved remarkable results in improving the production of tight gas reservoirs,but its effectiveness is under the joint action of multiple factors of complexity.Traditional analysis methods have limitations in dealing with these complex and interrelated factors,and it is difficult to fully reveal the actual contribution of each factor to the production.Machine learning-based methods explore the complex mapping relationships between large amounts of data to provide datadriven insights into the key factors driving production.In this study,a data-driven PCA-RF-VIM(Principal Component Analysis-Random Forest-Variable Importance Measures)approach of analyzing the importance of features is proposed to identify the key factors driving post-fracturing production.Four types of parameters,including log parameters,geological and reservoir physical parameters,hydraulic fracturing design parameters,and reservoir stimulation parameters,were inputted into the PCA-RF-VIM model.The model was trained using 6-fold cross-validation and grid search,and the relative importance ranking of each factor was finally obtained.In order to verify the validity of the PCA-RF-VIM model,a consolidation model that uses three other independent data-driven methods(Pearson correlation coefficient,RF feature significance analysis method,and XGboost feature significance analysis method)are applied to compare with the PCA-RF-VIM model.A comparison the two models shows that they contain almost the same parameters in the top ten,with only minor differences in one parameter.In combination with the reservoir characteristics,the reasonableness of the PCA-RF-VIM model is verified,and the importance ranking of the parameters by this method is more consistent with the reservoir characteristics of the study area.Ultimately,the ten parameters are selected as the controlling factors that have the potential to influence post-fracturing gas production,as the combined importance of these top ten parameters is 91.95%on driving natural gas production.Analyzing and obtaining these ten controlling factors provides engineers with a new insight into the reservoir selection for fracturing stimulation and fracturing parameter optimization to improve fracturing efficiency and productivity. 展开更多
关键词 Data-driven method Controlling factor Hydraulic fracturing Gas production
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Study of the Transport Behavior of Multispherical Proppant in Intersecting Fracture Based on Discrete Element Method 被引量:1
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作者 Chengyong Peng JianshuWu +2 位作者 Mao Jiang Biao Yin Yishan Lou 《Energy Engineering》 EI 2025年第1期185-201,共17页
To analyze the differences in the transport and distribution of different types of proppants and to address issues such as the short effective support of proppant and poor placement in hydraulically intersecting fract... To analyze the differences in the transport and distribution of different types of proppants and to address issues such as the short effective support of proppant and poor placement in hydraulically intersecting fractures,this study considered the combined impact of geological-engineering factors on conductivity.Using reservoir production parameters and the discrete elementmethod,multispherical proppants were constructed.Additionally,a 3D fracture model,based on the specified conditions of the L block,employed coupled(Computational Fluid Dynamics)CFD-DEM(Discrete ElementMethod)for joint simulations to quantitatively analyze the transport and placement patterns of multispherical proppants in intersecting fractures.Results indicate that turbulent kinetic energy is an intrinsic factor affecting proppant transport.Moreover,the efficiency of placement and migration distance of low-sphericity quartz sand constructed by the DEM in the main fracture are significantly reduced compared to spherical ceramic proppants,with a 27.7%decrease in the volume fraction of the fracture surface,subsequently affecting the placement concentration and damaging fracture conductivity.Compared to small-angle fractures,controlling artificial and natural fractures to expand at angles of 45°to 60°increases the effective support length by approximately 20.6%.During hydraulic fracturing of gas wells,ensuring the fracture support area and post-closure conductivity can be achieved by controlling the sphericity of proppants and adjusting the perforation direction to control the direction of artificial fractures. 展开更多
关键词 Hydraulic fracturing discrete element method PROPPANT SPHERICITY CFD-DEM
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Excavation-induced deep hard rock fracturing:Methodology and applications 被引量:20
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作者 Xia-Ting Feng Cheng-Xiang Yang +4 位作者 Rui Kong Jun Zhao Yangyi Zhou Zhibin Yao Lei Hu 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2022年第1期1-34,共34页
To analyze and predict the mechanical behaviors of deep hard rocks,some key issues concerning rock fracturing mechanics for deep hard rock excavations are discussed.First,a series of apparatuses and methods have been ... To analyze and predict the mechanical behaviors of deep hard rocks,some key issues concerning rock fracturing mechanics for deep hard rock excavations are discussed.First,a series of apparatuses and methods have been developed to test the mechanical properties and fracturing behaviors of hard rocks under high true triaxial stress paths.Evolution mechanisms of stress-induced disasters in deep hard rock excavations,such as spalling,deep cracking,massive roof collapse,large deformation and rockbursts,have been recognized.The analytical theory for the fracturing process of hard rock masses,including the three-dimensional failure criterion,stress-induced mechanical model,fracturing degree index,energy release index and numerical method,has been established.The cracking-restraint method is developed for mitigating or controlling rock spalling,deep cracking and massive collapse of deep hard rocks.An energy-controlled method is also proposed for the prevention of rockbursts.Finally,two typical cases are used to illustrate the application of the proposed methodology in the Baihetan caverns and Bayu tunnels of China. 展开更多
关键词 SPALLING Deep cracking Large deformation Rockbursts Excavation-induced deep hard rock fracturing Cracking-restraint method Energy-controlled method
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An overview of particle-based numerical manifold method and its application to dynamic rock fracturing 被引量:3
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作者 Xing Li Jian Zhao 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2019年第3期684-700,共17页
This review summarizes the development of particle-based numerical manifold method(PNMM)and its applications to rock dynamics.The fundamental principle of numerical manifold method(NMM)is first briefly introduced.Then... This review summarizes the development of particle-based numerical manifold method(PNMM)and its applications to rock dynamics.The fundamental principle of numerical manifold method(NMM)is first briefly introduced.Then,the history of the newly developed PNMM is given.Basic idea of PNMM and its simulation procedure are presented.Considering that PNMM could be regarded as an NMM-based model,a comparison of PNMM and NMM is discussed from several points of view in this paper.Besides,accomplished applications of PNMM to the dynamic rock fracturing are also reviewed.Finally,some recommendations are provided for the future work of PNMM. 展开更多
关键词 Dynamic rock fracturing NUMERICAL modeling NUMERICAL MANIFOLD method(NMM) Particle-based NUMERICAL MANIFOLD method(PNMM)
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Effects of discrete fracture networks on simulating hydraulic fracturing,induced seismicity and trending transition of relative modulus in coal seams 被引量:1
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作者 Xin Zhang Guangyao Si +3 位作者 Qingsheng Bai Joung Oh Biao Jiao Wu Cai 《International Journal of Coal Science & Technology》 2025年第1期263-278,共16页
Discrete fracture network(DFN)commonly existing in natural rock masses plays an important role in geological complexity which can influence rock fracturing behaviour during fluid injection.This paper simulated the hyd... Discrete fracture network(DFN)commonly existing in natural rock masses plays an important role in geological complexity which can influence rock fracturing behaviour during fluid injection.This paper simulated the hydraulic fracturing process in lab-scale coal samples with DFNs and the induced seismic activities by the discrete element method(DEM).The effects of DFNs on hydraulic fracturing,induced seismicity and elastic property changes have been concluded.Denser DFNs can comprehensively decrease the peak injection pressure and injection duration.The proportion of strong seismic events increases first and then decreases with increasing DFN density.In addition,the relative modulus of the rock mass is derived innovatively from breakdown pressure,breakdown fracture length and the related initiation time.Increasing DFN densities among large(35–60 degrees)and small(0–30 degrees)fracture dip angles show opposite evolution trends in relative modulus.The transitional point(dip angle)for the opposite trends is also proportionally affected by the friction angle of the rock mass.The modelling results have much practical meaning to infer the density and geometry of pre-existing fractures and the elastic property of rock mass in the field,simply based on the hydraulic fracturing and induced seismicity monitoring data. 展开更多
关键词 Discrete fracture network Hydraulic fracturing Discrete element method Induced seismicity Relative modulus
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Wellbore breakouts in heavily fractured rocks:A coupled discrete fracture network-distinct element method analysis 被引量:1
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作者 Yongcun Feng Yaoran Wei +4 位作者 Zhenlai Tan Tianyu Yang Xiaorong Li Jincai Zhang Jingen Deng 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第3期1685-1699,共15页
Wellbore breakout is one of the critical issues in drilling due to the fact that the related problems result in additional costs and impact the drilling scheme severely.However,the majority of such wellbore breakout a... Wellbore breakout is one of the critical issues in drilling due to the fact that the related problems result in additional costs and impact the drilling scheme severely.However,the majority of such wellbore breakout analyses were based on continuum mechanics.In addition to failure in intact rocks,wellbore breakouts can also be initiated along natural discontinuities,e.g.weak planes and fractures.Furthermore,the conventional models in wellbore breakouts with uniform distribution fractures could not reflect the real drilling situation.This paper presents a fully coupled hydro-mechanical model of the SB-X well in the Tarim Basin,China for evaluating wellbore breakouts in heavily fractured rocks under anisotropic stress states using the distinct element method(DEM)and the discrete fracture network(DFN).The developed model was validated against caliper log measurement,and its stability study was carried out by stress and displacement analyses.A parametric study was performed to investigate the effects of the characteristics of fracture distribution(orientation and length)on borehole stability by sensitivity studies.Simulation results demonstrate that the increase of the standard deviation of orientation when the fracture direction aligns parallel or perpendicular to the principal stress direction aggravates borehole instability.Moreover,an elevation in the average fracture length causes the borehole failure to change from the direction of the minimum in-situ horizontal principal stress(i.e.the direction of wellbore breakouts)towards alternative directions,ultimately leading to the whole wellbore failure.These findings provide theoretical insights for predicting wellbore breakouts in heavily fractured rocks. 展开更多
关键词 Wellbore breakout Discrete fracture network(DFN) Distinct element method(DEM) Heavily fractured rocks
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Coupled thermo-hydro-mechanical cohesive phase-field model for hydraulic fracturing in deep coal seams 被引量:1
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作者 Jianping LIU Zhaozhong YANG +2 位作者 Liangping YI Duo YI Xiaogang LI 《Applied Mathematics and Mechanics(English Edition)》 2025年第4期663-682,共20页
A coupled thermal-hydro-mechanical cohesive phase-field model for hydraulic fracturing in deep coal seams is presented.Heat exchange between the cold fluid and the hot rock is considered,and the thermal contribution t... A coupled thermal-hydro-mechanical cohesive phase-field model for hydraulic fracturing in deep coal seams is presented.Heat exchange between the cold fluid and the hot rock is considered,and the thermal contribution terms between the cold fluid and the hot rock are derived.Heat transfer obeys Fourier's law,and porosity is used to relate the thermodynamic parameters of the fracture and matrix domains.The net pressure difference between the fracture and the matrix is neglected,and thus the fluid flow is modeled by the unified fluid-governing equations.The evolution equations of porosity and Biot's coefficient during hydraulic fracturing are derived from their definitions.The effect of coal cleats is considered and modeled by Voronoi polygons,and this approach is shown to have high accuracy.The accuracy of the proposed model is verified by two sets of fracturing experiments in multilayer coal seams.Subsequently,the differences in fracture morphology,fluid pressure response,and fluid pressure distribution between direct fracturing of coal seams and indirect fracturing of shale interlayers are explored,and the effects of the cluster number and cluster spacing on fracture morphology for multi-cluster fracturing are also examined.The numerical results show that the proposed model is expected to be a powerful tool for the fracturing design and optimization of deep coalbed methane. 展开更多
关键词 phase-field method thermo-hydro-mechanical coupling indirect fracturing cohesive zone model deep coal seam
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Numerical simulation of hydraulic fracturing and associated microseismicity using finite-discrete element method 被引量:12
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作者 Qi Zhao Andrea Lisjak +2 位作者 Omid Mahabadi Qinya Liu Giovanni Grasselli 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2014年第6期574-581,共8页
Hydraulic fracturing (HF) technique has been extensively used for the exploitation of unconventional oiland gas reservoirs. HF enhances the connectivity of less permeable oil and gas-bearing rock formationsby fluid ... Hydraulic fracturing (HF) technique has been extensively used for the exploitation of unconventional oiland gas reservoirs. HF enhances the connectivity of less permeable oil and gas-bearing rock formationsby fluid injection, which creates an interconnected fracture network and increases the hydrocarbonproduction. Meanwhile, microseismic (MS) monitoring is one of the most effective approaches to evaluatesuch stimulation process. In this paper, the combined finite-discrete element method (FDEM) isadopted to numerically simulate HF and associated MS. Several post-processing tools, includingfrequency-magnitude distribution (b-value), fractal dimension (D-value), and seismic events clustering,are utilized to interpret numerical results. A non-parametric clustering algorithm designed specificallyfor FDEM is used to reduce the mesh dependency and extract more realistic seismic information.Simulation results indicated that at the local scale, the HF process tends to propagate following the rockmass discontinuities; while at the reservoir scale, it tends to develop in the direction parallel to themaximum in-situ stress. 2014 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting byElsevier B.V. All rights reserved. 展开更多
关键词 Hydraulic fracturing(HF) Numerical simulation Microseismic(MS) Finite-discrete element method(FDEM) Clustering Kernel density estimation(KDE)
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Hydraulic Fracture Parameter Inversion Method for Shale Gas Wells Based on Transient Pressure-Drop Analysis during Hydraulic Fracturing Shut-in Period 被引量:1
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作者 Shangjun Gao Yang Yang +4 位作者 Man Chen Jian Zheng Luqi Qin Xiangyu Liu Jianying Yang 《Energy Engineering》 EI 2024年第11期3305-3329,共25页
Horizontal well drilling and multi-stage hydraulic fracturing are key technologies for the development of shale gas reservoirs.Instantaneous acquisition of hydraulic fracture parameters is crucial for evaluating fract... Horizontal well drilling and multi-stage hydraulic fracturing are key technologies for the development of shale gas reservoirs.Instantaneous acquisition of hydraulic fracture parameters is crucial for evaluating fracturing effectiveness,optimizing processes,and predicting gas productivity.This paper establishes a transient flow model for shale gas wells based on the boundary element method,achieving the characterization of stimulated reservoir volume for a single stage.By integrating pressure monitoring data following the pumping shut-in period of hydraulic fracturing for well testing interpretation,a workflow for inverting fracture parameters of shale gas wells is established.This new method eliminates the need for prolonged production testing and can interpret parameters of individual hydraulic fracture segments,offering significant advantages over the conventional pressure transient analysismethod.The practical application of thismethodology was conducted on 10 shale gaswellswithin the Changning shale gas block of Sichuan,China.The results show a high correlation between the interpreted single-stage total length and surface area of hydraulic fractures and the outcomes of gas production profile tests.Additionally,significant correlations are observed between these parameters and cluster number,horizontal stress difference,and natural fracture density.This demonstrates the effectiveness of the proposed fracture parameter inversion method and the feasibility of field application.The findings of this study aim to provide solutions and references for the inversion of fracture parameters in shale gas wells. 展开更多
关键词 Well test analysis shale gas hydraulic fracturing boundary element method fracturing effect evaluation
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Determination of Fracture Plane Orientation Using the Variance Method under Multiaxial Loading
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作者 Mbaiyelkom Esdras Ngargueudedjim Kimtangar +2 位作者 Bianzeube Tikri Kenmeugne Bienvenu Fogue Médard 《Open Journal of Applied Sciences》 2025年第2期411-424,共14页
The prediction of the fracture plane orientation in fatigue is a scientific topic and remains relevant for every type of material. However, in this work, we compared the orientation of the fracture plane obtained expe... The prediction of the fracture plane orientation in fatigue is a scientific topic and remains relevant for every type of material. However, in this work, we compared the orientation of the fracture plane obtained experimentally through tests on specimens under multiaxial loading with that calculated by the variance method. In the statistical approach criteria, several methods have been developed but we have presented only one method, namely the variance method using the equivalent stress. She assumes that the fracture plane orientation is the one on which the variance of the equivalent stress is maximum. Three types of equivalent stress are defined for this method [1]: normal stress, shear stress and combined normal and shear stress. The results obtained were compared with experimental results for multiaxial cyclic stress states, and it emerges that the variance method for the case of combined loading is conservative as it gives a better prediction of the fracture plane. 展开更多
关键词 Biaxial Fatigue fracture Plane Orientation Critical fracture Plane Variance method Fatigue Criteria
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Numerical simulation of fracture propagation in deflagration-hydraulic composite fracturing of unconventional reservoirs
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作者 GUO Tiankui WANG Haiyang +4 位作者 CHEN Ming QU Zhanqing DAI Caili ZHAI Cheng WANG Jiwei 《Petroleum Exploration and Development》 2025年第4期1017-1028,共12页
Based on continuum-discontinuum element method,the numerical simulation of fracture propagation during deflagration-hydraulic composite fracturing was constructed by considering deflagration stress impact induced frac... Based on continuum-discontinuum element method,the numerical simulation of fracture propagation during deflagration-hydraulic composite fracturing was constructed by considering deflagration stress impact induced fracture creation,deflagrating gas driven fracture propagation,and hydraulic fracture propagation,exploring the effects of in-situ stress difference,deflagration peak pressure,deflagration pressurization rate,hydraulic fracturing displacement and hydraulic fracturing fluid viscosity on fracture propagation in deflagration-hydraulic composite fracturing.The deflagration-hydraulic composite fracturing combines the advantages of deflagration fracturing in creating complex fractures near wells and the deep penetration of hydraulic fracturing at the far-field region,which can form multiple deep penetrating long fractures with better stimulation effects.With the increase of in-situ stress difference,the stimulated area of deflagration-hydraulic composite fracturing is reduced,and the deflagration-hydraulic composite fracturing is more suitable for reservoirs with small in-situ stress difference.Higher peak pressure and pressurization rate are conducive to increasing the maximum fracture length and burst degree of the deflagration fractures,which in turn increases the stimulated area of deflagration-hydraulic composite fracturing and improves the stimulation effect.Increasing the displacement and viscosity of hydraulic fracturing fluid can enhance the net pressure within the fractures,activate the deflagration fractures,increase the turning radius of the fractures,generate more long fractures,and effectively increase the stimulated reservoir area.The stimulated reservoir area is not completely positively correlated with the hydraulic fracturing displacement and fracturing fluid viscosity,and there is a critical value.When the critical value is exceeded,the stimulated area decreases. 展开更多
关键词 continuum-discontinuum element method deflagration fracturing deflagration-hydraulic composite fracturing fracture propagation stimulation effect
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Optimization of Fracture Propagation in Coal Seams Using Discrete Lattice Method:Case Study of the L Block,China
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作者 Xuesong Xing Li Wang +4 位作者 Guangai Wu Chengyong Peng Yanan Hou Jingyu Zi Biao Yin 《Energy Engineering》 2025年第7期2911-2930,共20页
Hydraulic fracturing,an effective method for enhancing coal seam productivity,largely determines coalbed methane(CBM)production,which is significantly influenced by geological and engineering factors.This study focuse... Hydraulic fracturing,an effective method for enhancing coal seam productivity,largely determines coalbed methane(CBM)production,which is significantly influenced by geological and engineering factors.This study focuses on the L block to investigate the mechanisms influencing efficient fracture propagation and enhanced stimulated reservoir volume(SRV)in fracturing.To explore the mechanisms influencing effective fracture propagation and enhanced SRV,the L block was selected as the research object,with a comprehensive consideration of geological background,reservoir properties,and dynamic production data.By combining the discrete lattice method with numer-ical analysis and true triaxial experimental simulation,the fracture morphology of a single cluster and the propagation patterns of multiple clusters of complex fractures were obtained.Additionally,the optimization of temporary plugging timing and the fracture map under multiple factors were innovatively proposed.Results indicate that greater flow rate and viscosity can effectively overcome the stress shadow effect of the outermost fractures(1st and 6th clusters),increasing the fracture pressure of the single cluster and the equilibrium degree of multiple fracture propagation,thus forming a more complex fracture network.Moreover,when viscosity exceeds 45 pressure concentrates at fracture mPa⋅s,tips,promoting discontinuous propagation and reducing flow resistance.Conversely,increased gangue thickness and spacing between horizontal wells increase the vertical propagation pressure,suppressing fracture growth and reducing central flow velocity.This study provides a multi-cluster fracture propagation map for optimizing volumetric fracturing in coal seams and suggests that the optimal temporary plugging time significantly enhances the SRV. 展开更多
关键词 Coalbed methane hydraulic fracturing discrete lattice method multi-cluster fracturing temporary plugging
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The influence of stress and natural fracture on a stimulated deep shale reservoir using the boundary element method
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作者 Songze Liao Ziming Zhang +1 位作者 Jinghong Hu Yuan Zhang 《Natural Gas Industry B》 2025年第3期298-315,共18页
Hydraulic fracturing plays a critical role in enhancing shale gas production in deep shale reservoirs.Conventional hydraulic fracturing simulation methods rely on prefabricated grids,which can be hindered by the chall... Hydraulic fracturing plays a critical role in enhancing shale gas production in deep shale reservoirs.Conventional hydraulic fracturing simulation methods rely on prefabricated grids,which can be hindered by the challenge of being computationally overpowered.This study proposes an efficient fracturing simulator to analyze fracture morphology during hydraulic fracturing processes in deep shale gas reservoirs.The simulator integrates the boundary element displacement discontinuity method and the finite volume method to model the fluid-solid coupling process by employing a pseudo-3D fracture model to calculate the fracture height.In particular,the Broyden iteration method was introduced to improve the computational efficiency and model robustness;it achieved a 46.6%reduction in computation time compared to the Newton-Raphson method.The influences of horizontal stress differences,natural fracture density,and natural fracture angle on the modified zone of the reservoir were simulated,and the following results were observed.(1)High stress difference reservoirs have smaller stimulated reservoir area than low stress difference reservoirs.(2)A higher natural fracture angle resulted in larger modification zones at low stress differences,while the effect of a natural fracture angle at high stress differences was not significant.(3)High-density and long natural fracture zones played a significant role in enhancing the stimulated reservoir area.These findings are critical for comprehending the impact of geological parameters on deep shale reservoirs. 展开更多
关键词 Hydraulic fracturing Deep fractured shale Boundary element method Numerical simulation
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Investigation on the fracture propagation for horizontal wells in hydrate reservoirs using a fluid-solid coupling discrete element method
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作者 Jia-wei Zhang Chang-ling Liu +2 位作者 Yong-chao Zhang Le-le Liu Yun-kai Ji 《China Geology》 2025年第4期765-778,共14页
Hydraulic fracturing technology has played an important role in the exploitation of unconventional oil and gas resources,however,its application to gas hydrate reservoirs has been rarely studied.Currently,there is sti... Hydraulic fracturing technology has played an important role in the exploitation of unconventional oil and gas resources,however,its application to gas hydrate reservoirs has been rarely studied.Currently,there is still limited understanding of the propagation and extension of fractures around the wellbore during the fracturing process of horizontal wells in hydrate reservoirs,as well as the stress interference patterns between fractures.This study simulates hydraulic fracturing processes in hydrate reservoirs using a fluidsolid coupling discrete element method(DEM),and analyzes the impacts of hydrate saturation and geological and engineering factors on fracture extension and stress disturbance.The results show that hydraulic fracturing is more effective when hydrate saturation exceeds 30%and that fracture pressure increases with saturation.The increase in horizontal stress differential enhances the directionality of fracture propagation and reduces stress disturbance.The distribution uniformity index(DUI)reveals that injection pressure is directly proportional to the number of main fractures and inversely proportional to fracturing time,with fracturing efficiency depending on the spacing between injection points and the distance between wells.This work may provide reference for the commercial exploitation of natural gas hydrates. 展开更多
关键词 Hydraulic fracturing technology Gas hydrate reservoirs Hydrate-bearing sediment Discrete element method Fluid-solid coupling Hydraulic fracturing Horizontal wells fracture propagation Oil-gas exploration engineering
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Fracture Mechanics Analysis of Piezoelectric Materials Using an Efficient Collocation Element Differential Method
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作者 Jun Lv Yi Yang +3 位作者 Miao Cui Huayu Liu Bingbing Xu Xiaowei Gao 《Acta Mechanica Solida Sinica》 2025年第4期701-712,共12页
This paper presents a novel element differential method for modeling cracks in piezoelectric materials,aiming to simulate fracture behaviors and predict the fracture parameter known as the J-integral accurately.The me... This paper presents a novel element differential method for modeling cracks in piezoelectric materials,aiming to simulate fracture behaviors and predict the fracture parameter known as the J-integral accurately.The method leverages an efficient collocation technique to satisfy traction and electric charge equilibrium on the crack surface,aligning internal nodes with piezoelectric governing equations without needing integration or variational principles.It combines the strengths of the strong form collocation and finite element methods.The J-integral is derived analytically using the equivalent domain integral method,employing Green's formula and Gauss's divergence theorem to transform line integrals into area integrals for solving two-dimensional piezoelectric material problems.The accuracy of the method is validated through comparison with three typical examples,and it offers fracture prevention strategies for engineering piezoelectric structures under different electrical loading patterns. 展开更多
关键词 Element differential method Electro-mechanical coupling fracture mechanics J-INTEGRAL
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Investigation of interaction behavior between hydraulic fractures and gravels in heterogeneous glutenite using a grain-based discrete element method
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作者 Zhao-Peng Zhang Yu-Shi Zou +1 位作者 Hai-Yan Zhu Shi-Cheng Zhang 《Petroleum Science》 2025年第1期348-369,共22页
The glutenite reservoir is strongly heterogeneous due to the random distribution of gravels, making it challenging to perform hydraulic fracturing effectively. To solve this issue, it is essential to study interaction... The glutenite reservoir is strongly heterogeneous due to the random distribution of gravels, making it challenging to perform hydraulic fracturing effectively. To solve this issue, it is essential to study interaction behavior between hydraulic fractures(HFs) and gravels. A coupled hydro-mechanical model is proposed for HF propagation in glutenite using a grain-based discrete element method. This paper first investigates the dynamic evolution of HFs in glutenite, then analyzes the influences of various factors such as horizontal stress difference(Δσ), minimum horizontal stress(σh), gravel content(Vg), gravel size(dg), and stiffness ratio of gravel to matrix(Rs) on HF propagation geometries. Results show that penetrating the gravel is the primary HF-gravel interaction behavior, which follows sequential and staggered initiation modes. Bypassing the gravel is the secondary behavior, which obeys the sequential initiation mode and occurs when the orientation of the gravel boundary is inclined to the maximum horizontal stress(σH). An offset along the gravel boundary is usually formed while penetrating gravels, and the offsets may cause fracture widths to decrease by 37.8%-84.4%. Even if stress dominates the direction of HF propagation, HFs still tend to deflect within gravels. The deviation angle from σH decreases with rising Δσand increases with the increase of dgand Rs. Additionally, intra-gravel shear HFs(IGS-HFs) are prone to be generated in coarse-grained glutenite under high Δσ, while more gravel-bypassing shear HFs(GBSHFs) tend to be created in argillaceous glutenite with high Rsthan in sandy glutenite with low Rs. The findings above prompt the emergence of a novel HF propagation pattern in glutenite, which helps to understand the real HF geometries and to provide theoretical guidance for treatments in the field. 展开更多
关键词 Hydraulic fracture propagation fractureegravel interaction behavior Grain-based discrete element method GLUTENITE
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Stepwise inversion method using second-order derivatives of elastic impedance for fracture detection in orthorhombic medium
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作者 Wei Xiang Xing-Yao Yin +2 位作者 Kun Li Zheng-Qian Ma Ya-Ming Yang 《Petroleum Science》 2025年第8期3229-3246,共18页
Reservoirs with a group of vertical fractures in a vertical transversely isotropic(VTI)background are considered as orthorhombic(ORT)medium.However,fracture detection in ORT medium using seismic inversion methods rema... Reservoirs with a group of vertical fractures in a vertical transversely isotropic(VTI)background are considered as orthorhombic(ORT)medium.However,fracture detection in ORT medium using seismic inversion methods remains challenging,as it requires the estimation of more than eight parameters.Assuming the reservoir to be a weakly anisotropic ORT medium with small contrasts in the background elastic parameters,a new azimuthal elastic impedance equation was first derived using parameter combinations and mathematical approximations.This equation exhibited almost the same accuracy as the original equation and contained only six model parameters:the compression modulus,anisotropic shear modulus,anisotropic compression modulus,density,normal fracture weakness,and tangential fracture weakness.Subsequently,a stepwise inversion method using second-order derivatives of the elastic impedance was developed to estimate these parameters.Moreover,the Thomsen anisotropy parameter,epsilon,was estimated from the inversion results using the ratio of the anisotropic compression modulus to the compression modulus.Synthetic examples with moderate noise and field data examples confirm the feasibility and effectiveness of the inversion method.The proposed method exhibited accuracy similar to that of previous inversion strategies and could predict richer vertical fracture information.Ultimately,the method was applied to a three-dimensional work area,and the predictions were consistent with logging and geological a priori information,confirming the effectiveness of this method.Summarily,the proposed stepwise inversion method can alleviate the uncertainty of multi-parameter inversion in ORT medium,thereby improving the reliability of fracture detection. 展开更多
关键词 Orthorhombic medium fracture detection Stepwise inversion method Azimuthal elastic impedance Thomsen anisotropy parameter
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Laboratory analysis of liquid injection method on hydraulic fracturing initiation and propagation in deep shale formation
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作者 Chang Xin 《Natural Gas Industry B》 2019年第6期652-658,共7页
Compared with the middle-shallow shale gas reservoirs,deep shale formation often reveals lower fracture complexity,smaller effective stimulated volumes,lower conductivity,and faster declined when the same injection mo... Compared with the middle-shallow shale gas reservoirs,deep shale formation often reveals lower fracture complexity,smaller effective stimulated volumes,lower conductivity,and faster declined when the same injection model and technical parameters were used.Therefore,it is necessary to research a special injection model for the deep shale formation.In this paper,a series of laboratory stimulated experiments were carried to analyze the injection method on hydraulic fracturing initiation and propagation in the deep shale formation.The outcrop shale of Longmaxi formation in Sichuan Basin was selected and three different injection methods(constant,stepped-rise and cyclic progressive uplift pump rate)were used in these experiments.The test results showed that the stepped-rise pump rate is conductive to opening the pre-existing natural fracture and bedding planes,the fracture complexity of this injection method is the highest.Meanwhile,the fracturing pressure and total injection volume are the lowest.In contrast,the cyclic-uplift injection method can only form a transverse fracture,and the fracturing pressure is the highest.The research results have an important theoretical guiding value for deep shale hydraulic fracturing operation. 展开更多
关键词 Deep shale gas Injection method Hydraulic fracturing Crack initiation and propagation Laboratory experiments
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A calculation method for the allowable fracturing injection pressure of preventing casing deformation
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作者 Shen Xinpu Zhang Ping 《Natural Gas Industry B》 2019年第4期384-393,共10页
Injection pressure is one of the key parameters used in the design of shale gas reservoir stimulation.Higher injection pressure helps to initiate fractures,inject fracturing fluid and proppant smoothly and maximize th... Injection pressure is one of the key parameters used in the design of shale gas reservoir stimulation.Higher injection pressure helps to initiate fractures,inject fracturing fluid and proppant smoothly and maximize the stimulated reservoir volume as soon as possible.If the injection pressure is too high,however,the risk of casing deformation is increased significantly.In this paper,the numerical calculation format of the injection pressure safety window while ensuring casing integrity(i.e.,the maximum safety injection pressure)was proposed based on an example of an actual engineering project.Then,it was verified based on the actual situation of one shale gas well in Weiyuan.The numerical calculation format is as follows.First,a 3D finite element model of initial fine geostress field is established in the scale of block.Second,a primary submodel for introducing the asymmetric characteristics of reservoir stiffness to simulate the asymmetry of fracture distribution.Third,a secondary submodel containing the attributes of casing,cement sheath and reservoir material properties.Fourth,submodels are used to calculate the casing deformation generated by different injection loads and estimate the maximum allowable fracturing injection pressure(pj)while the safety requirement of casing deformation is satisfied.The calculation result of the case well shows that when the cementing quality is poor and fractures are distributed asymmetrically,the lateral and vertical displacements at the maximum displacement point of the casing under the injection pressure of 80 MPa are obviously lower than those under 90 MPa.According to the yield limit criterion of P-110 casing steel,the casing deformation in this case is elastic strain,so the injection pressure of 80 MPa is safe.In conclusion,this method has rational precision and accuracy,for its numerical result is consistent with the actual engineering phenomenon. 展开更多
关键词 Hydraulic fracturing Injection pressure Casing integrity Shale gas reservoir Cement sheath Geostress Submodel Calculation method Weiyuan block
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