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Optimization of fracturing parameters in multi-layer and multi-period cube development infill well pad:A case study on a three-layer cube development well pad of Sichuan Basin,SW China
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作者 YANG Haixin ZHU Haiyan +5 位作者 LIU Yaowen TANG Xuanhe WANG Dajiang XIAO Jialin ZHU Danghui ZHAO Chongsheng 《Petroleum Exploration and Development》 2025年第3期817-829,共13页
The method for optimizing the hydraulic fracturing parameters of the cube development infill well pad was proposed,aiming at the well pattern characteristic of“multi-layer and multi-period”of the infill wells in Sic... The method for optimizing the hydraulic fracturing parameters of the cube development infill well pad was proposed,aiming at the well pattern characteristic of“multi-layer and multi-period”of the infill wells in Sichuan Basin.The fracture propagation and inter-well interference model were established based on the evolution of 4D in-situ stress,and the evolution characteristics of stress and the mechanism of interference between wells were analyzed.The research shows that the increase in horizontal stress difference and the existence of natural fractures/faults are the main reasons for inter-well interference.Inter-well interference is likely to occur near the fracture zones and between the infill wells and parent wells that have been in production for a long time.When communication channels are formed between the infill wells and parent wells,it can increase the productivity of parent wells in the short term.However,it will have a delayed negative impact on the long-term sustained production of both infill wells and parent wells.The change trend of in-situ stress caused by parent well production is basically consistent with the decline trend of pore pressure.The lateral disturbance range of in-situ stress is initially the same as the fracture length and reaches 1.5 to 1.6 times that length after 2.5 years.The key to avoiding inter-well interference is to optimize the fracturing parameters.By adopting the M-shaped well pattern,the optimal well spacing for the infill wells is 300 m,the cluster spacing is 10 m,and the liquid volume per stage is 1800 m^(3). 展开更多
关键词 shale gas cube development infill wells 4D-in-situ stress inter-well interference fracturing parameters optimization
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Intelligent Parameter Decision-Making and Multi-objective Prediction for Multi-layer and Multi-pass LDED Process
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作者 Li Yaguan Nie Zhenguo +2 位作者 Li Huilin Wang Tao Huang Qingxue 《稀有金属材料与工程》 北大核心 2026年第1期47-58,共12页
The key parameters that characterize the morphological quality of multi-layer and multi-pass metal laser deposited parts are the surface roughness and the error between the actual printing height and the theoretical m... The key parameters that characterize the morphological quality of multi-layer and multi-pass metal laser deposited parts are the surface roughness and the error between the actual printing height and the theoretical model height.The Taguchi method was employed to establish the correlations between process parameter combinations and multi-objective characterization of metal deposition morphology(height error and roughness).Results show that using the signal-to-noise ratio and grey relational analysis,the optimal parameter combination for multi-layer and multi-pass deposition is determined as follows:laser power of 800 W,powder feeding rate of 0.3 r/min,step distance of 1.6 mm,and scanning speed of 20 mm/s.Subsequently,a Genetic Bayesian-back propagation(GB-BP)network is constructed to predict multi-objective responses.Compared with the traditional back propagation network,the GB-back propagation network improves the prediction accuracy of height error and surface roughness by 43.14%and 71.43%,respectively.This network can accurately predict the multi-objective characterization of morphological quality of multi-layer and multi-pass metal deposited parts. 展开更多
关键词 multi-layer and multi-pass laser cladding Taguchi method grey relational analysis GB-BP network
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Fracture initiation and propagation laws of supercritical CO_(2)shock fracturing
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作者 YU Xing WANG Haizhu +7 位作者 SHI Mingliang WANG Bin DING Boxin ZHANG Guoxin FAN Xuhao ZHAO Chengming STANCHITS Sergey CHEREMISIN Alexey 《Petroleum Exploration and Development》 2026年第1期272-284,共13页
To investigate the fracture initiation and propagation behavior of fractures in tight sandstone under the supercritical CO_(2)(SCCO_(2))shock fracturing,laboratory fracturing experiments were conducted using a true-tr... To investigate the fracture initiation and propagation behavior of fractures in tight sandstone under the supercritical CO_(2)(SCCO_(2))shock fracturing,laboratory fracturing experiments were conducted using a true-triaxial-like SCCO_(2)shock fracturing system.Computed tomography(CT)scanning and three-dimensional fracture reconstruction were employed to elucidate the effects of shock pressure,pore pressure,and in-situ stress on fracture characteristics.In addition,nuclear magnetic resonance(NMR)transverse relaxation time spectra were used to assess the internal damage induced by SCCO_(2)shock fracturing.The results indicate that,compared with conventional hydraulic fracturing and SCCO_(2)quasi-static fracturing,SCCO_(2)shock fracturing facilitates multidirectional fracture initiation and the formation of complex fracture networks.Increasing shock pressure more readily activates bedding-plane weaknesses,with main and subsidiary fractures interweaving into a dense fracture network.Under the same impulse intensity,elevated pore pressure reduces the effective normal stress and alters stress-wave scattering paths,thereby inducing more branch fractures and enhancing fracture complexity.An increase in differential in-situ stress promotes fracture propagation along the direction of the maximum principal stress,reduces branching,and simplifies fracture morphology.With increasing SCCO_(2)shock pressure,pore volume and connectivity generally increase:small-to-medium pores primarily respond through increased number and enhanced connectivity;when the shock pressure rises to 40-45 MPa,crack coalescence generates larger pores and fissures,which play a dominant role in improving flow pathways and effective storage space,ultimately forming a multiscale pore-fracture network. 展开更多
关键词 supercritical CO_(2) shock fracturing waterless fracturing fracture initiation fracture propagation
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The Evaluation of Re-Fracturing Potential for Horizontal Wells in Tight Oil Reservoirs Based on Coupled Flow and Geomechanical Modeling
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作者 Huiyong Yu Haifu Li +5 位作者 Liwei Zhang Yong Chen Rui Wang Qiyong Xiong Xuyang Guo Shijie Shen 《Energy Engineering》 2026年第4期531-548,共18页
Re-fracturing horizontal wells is a critical strategy for enhancing recovery from tight oil reservoirs,but its success depends on the evaluation of candidate wells and locations.This process is complicated by producti... Re-fracturing horizontal wells is a critical strategy for enhancing recovery from tight oil reservoirs,but its success depends on the evaluation of candidate wells and locations.This process is complicated by production-induced alterations in reservoir pressure and geomechanical responses.This study introduces a workflow to evaluate re-fracturing potential by integrating coupled fluid flow and geomechanical modeling for the production of initial hydraulic fractures.We developed a numerical model that simulates the poroelastic response of a tight oil reservoir to depletion from an initial set of hydraulic fractures.To quantify the re-fracturing potential along the horizontal wellbore,a novel composite re-fracturing potential index is proposed where fracture shape,stress,and pressure are considered.This index considers four key physical factors:current reservoir pressure,fracture initiation ease,fracture geometry favorability,and fracture propagation efficiency considering tortuosity.Numerical simulations were conducted for scenarios with both uniform and non-uniform initial hydraulic fractures.The results consistently demonstrate that the optimal locations for re-fracturing are the midpoints between existing fractures,where a favorable balance of high reservoir pressure and altered stress conditions exists.The analysis reveals that the overall re-fracturing potential tends to increase with production time,suggesting that a period of depletion can enhance the geomechanical conditions for subsequent stimulation.Furthermore,a sensitivity analysis on the index weighting factors shows that the optimum re-fracturing strategy is highly dependent on the primary field objective,whether it is maximizing resource contact,ensuring geomechanical feasibility,or avoiding operational complexity.The study concludes that heterogeneity in the initial fracture network creates complex and asymmetric potential profiles,which implies the necessity of case-specific and integrated analysis over simplified assumptions.The proposed methodology provides a framework for optimizing re-fracturing designs in tight oil reservoirs. 展开更多
关键词 Tight oil reservoirs re-fracturing horizontal wells hydraulic fracture geomechanical modeling initial fracture
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Modeling and Vulnerability Analysis of Multi-layer Urban Electric-transportation Interdependent Networks Under Extreme Events
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作者 Gengming Liu Wenxia Liu Qingxin Shi 《CSEE Journal of Power and Energy Systems》 2026年第1期466-480,共15页
The increasing electrification of urban transportation,i.e.,subways and electric vehicles(EV),brings more interactions between the power system and transportation system and further results in fault propagation across... The increasing electrification of urban transportation,i.e.,subways and electric vehicles(EV),brings more interactions between the power system and transportation system and further results in fault propagation across them.To analyze vulnerability of the coupling system under extreme events,this paper establishes a multi-layer urban electric-transportation interdependent network(ETIN)model.First,a weighted coupled metro-road traffic network(CTN)model and network path planning approach are proposed.A prospect theory-based failure load redistribution(FLR)method is further established to account for uncertainty of TN link capacity affected by power supply.Second,topology and emergency control strategy of power network(PN)are modeled,followed by formulation of multi-layer ETIN model.In particular,the inter-layer fault propagation from PN to TN is modeled based on power supply correlation strength,while from TN to PN is modeled based on traffic flow.A few indexes are then defined to quantify vulnerability of ETIN under deliberate attack.Finally,the proposed method is verified on an electric-transportation system to show influence of fault propagations within ETIN on its vulnerability under extreme events. 展开更多
关键词 Electric-traffic interdependent system metro-road traffic coupled network multi-layer interdependent network vulnerability analysis
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Multiphysics modeling of thermo-hydraulic fracturing during CO_(2)sequestration in multilayered reservoirs at Ordos,China
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作者 Yi Li Yinjiang Liu +2 位作者 Quanlin Zhou Hao Yu Bin Chen 《Journal of Rock Mechanics and Geotechnical Engineering》 2026年第2期1233-1249,共17页
The increase in CO_(2)injectivity and shifting of CO_(2)-absorbing layers in multilayered geological CO_(2)sequestration(GCS)reservoirs in Ordos,China indicate significantpermeability variations in certain layers.To c... The increase in CO_(2)injectivity and shifting of CO_(2)-absorbing layers in multilayered geological CO_(2)sequestration(GCS)reservoirs in Ordos,China indicate significantpermeability variations in certain layers.To capture these system changes,a numerical model incorporating all 21 aquifers and internal aquitards was developed.The monitored pressure was well matched through multiphase and thermalhydraulic-mechanical(THM)coupling numerical simulations by introducing permeability variations.The results revealed that the permeability in the second layer increased on approximately day 13 due to the abrupt pressure buildup and temperature decrease.Even such a low rate of CO_(2)(2.8 kg/s)injected into the low permeability system initiated some fractures and the permeability in the second layer around the wellbore increased by 722 times.The second critical system change occurred on approximately day 386.As demonstrated in the numerical simulation,the substantial injection of cold CO_(2)induced strong thermal stress,leading to rock contraction and the initiation of several cracks.The permeability of the firstlayer around the wellbore unexpectedly increased by 4 orders of magnitude.Since no additional pressure could drive the CO_(2)into the remaining 17 layers,the total storage capability of the multilayered system was reduced.A whole picture of the system variation is fully presented and the underlying mechanisms are analyzed.It is believed that the phenomenon of thermal-hydraulic fracturing observed in this fieldand the simulation procedures will benefitother fluidinjection and production works in various geotechnical settings. 展开更多
关键词 Geological CO_(2)sequestration(GCS) Thermal-hydraulic-mechanical(THM) couplings Thermal-hydraulic fracturing Monitoring analysis fracture flow Field data
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Hydraulic fracturing of reservoirs containing rough discrete fracture networks:FDEM-UPM approach
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作者 Wanrun Li Zhengzhao Liang Chengye Zhao 《Journal of Rock Mechanics and Geotechnical Engineering》 2026年第2期1368-1389,共22页
Fractures are typically characterized by roughness that significantlyaffects the mechanical and hydraulic characteristics of reservoirs.However,hydraulic fracturing mechanisms under the influenceof fracture morphology... Fractures are typically characterized by roughness that significantlyaffects the mechanical and hydraulic characteristics of reservoirs.However,hydraulic fracturing mechanisms under the influenceof fracture morphology remain largely unexplored.Leveraging the advantages of the finite-discrete element method(FDEM)for explicitly simulating fracture propagation and the strengths of the unifiedpipe model(UPM)for efficientlymodeling dual-permeability seepage,we propose a new hydromechanical(HM)coupling approach for modeling hydraulic fracturing.Validated against benchmark examples,the proposed FDEM-UPM model is further augmented by incorporating a Fourier-based methodology for reconstructing non-planar fractures,enabling quantitative analysis of hydraulic fracturing behavior within rough discrete fracture networks(DFNs).The FDEM-UPM model demonstrates computational advantages in accurately capturing transient hydraulic seepage phenomena,while the asynchronous time-stepping schemes between hydraulic and mechanical analyses substantially enhanced computational efficiencywithout compromising computational accuracy.Our results show that fracture morphology can affect both macroscopic fracture networks and microscopic interaction types between hydraulic fractures(HFs)and natural fractures(NFs).In an isotropic stress field,the initiation azimuth,propagation direction and microcracking mechanism are significantly influencedby fracture roughness.In an anisotropic stress field,HFs invariably propagate parallel to the direction of the maximum principal stress,reducing the overall complexity of the stimulated fracture networks.Additionally,stress concentration and perturbation attributed to fracture morphology tend to be compromised as the leak-off increases,while the breakdown and propagation pressures remain insensitive to fracture morphology.These findingsprovide new insights into the hydraulic fracturing mechanisms of fractured reservoirs containing complex rough DFNs. 展开更多
关键词 Hydraulic fracturing Unified pipe model(UPM) Finite-discrete element method(FDEM) Hydro-mechanical coupling Discrete fracture network(DFN)
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Quantitative correlation between stress variation and charge signals of loaded coal and its implication for dynamic fracturing of surrounding rock
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作者 Jinguo Lyu Zhanpeng Xue +3 位作者 Yishan Pan Lianpeng Dai Zhi Tang Xuebin Wang 《International Journal of Mining Science and Technology》 2026年第2期313-331,共19页
To address the key scientific challenge of monitoring the dynamic fracturing of surrounding rock in deep roadways,this study systematically investigates the quantitative relationship between stress and charge signals ... To address the key scientific challenge of monitoring the dynamic fracturing of surrounding rock in deep roadways,this study systematically investigates the quantitative relationship between stress and charge signals during coal mass loading.By integrating innovative analytical approaches,introducing quantitative evaluation indices,and developing a charge–stress inversion model,and incorporating underground monitoring practices,significant progress has been achieved in elucidating the correlation between stress variations and charge signals throughout the entire coal mass fracturing process.First,in the field of stress–charge correlation analysis,empirical mode decomposition(EMD)was combined with wavelet coherence analysis for the first time,enabling the removal of slow-varying stress trends while retaining high-frequency fluctuations.This approach allowed for the quantitative characterization of the evolution of coherence between stress variations and charge fluctuations across multiple time scales.Second,coherence skewness and the proportion of high-coherence intervals were innovatively introduced to examine the influence of time scale selection on correlation results.On this basis,a criterion for determining the near-optimal observation scale of charge signals was proposed,providing a quantitative reference for time scale selection in similar signal analyses.Finally,by correlating charge signals with coal damage factors and stress states,a charge-based damage evolution equation was established to achieve effective stress inversion.Combined with in situ monitoring of stress and charge in roadway surrounding rock,this approach revealed the correlation characteristics of stress and charge intensity responses during the dynamic fracturing process.The results indicate,first,that charge signals are not significantly correlated with the absolute stress level of coal but are directly associated with stress variations following coal damage and failure,with the amplitude of charge fluctuations increasing alongside stress fluctuations.Second,coherence between stress and charge signals varies markedly across time scales,with excessively small or large scales leading to distortion,and the scale corresponding to the peak proportion of intervals with coherence>0.8 was identified as the near-optimal observation scale.Third,charge signals can effectively characterize coal damage factors,and the established damage evolution equation can effectively invert stress variation trends.Fourth,in underground roadways,zones of dynamic fracturing in surrounding rock are commonly located in areas where stress concentration overlaps with regions of high charge intensity,further confirming the strong consistency between charge and stress variations.These findings improve the theoretical framework of charge signal responses in loaded coal and provide a scientific basis for precise“stress-charge”monitoring of dynamic disasters,offering practical potential for engineering applications. 展开更多
关键词 CHARGE Stress Coherence coefficient Time scale Dynamic fracturing
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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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Characteristics of microwave-induced borehole fracturing in hard rock with different heating rates and temperatures under true triaxial stress
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作者 Jiuyu Zhang Feng Lin +4 位作者 Xia-ting Feng Yuntan Ao Shiping Li Tianyang Tong Xiangxin Su 《Journal of Rock Mechanics and Geotechnical Engineering》 2026年第3期1768-1780,共13页
Abstract:Microwave-based destressing is regarded as a promising approach for proactively preventing and controlling rockbursts in deep hard rock.As the fracturing degree of microwave-induced boreholes is affected by b... Abstract:Microwave-based destressing is regarded as a promising approach for proactively preventing and controlling rockbursts in deep hard rock.As the fracturing degree of microwave-induced boreholes is affected by borehole diameter,water content,mineral content,etc.,it is difficult to establish relationships between them.The research aims to unify various factors with heating rate and temperature,and establish a microwave parameter design method based thereon.Tests on microwave-induced borehole fracturing in hard rock with different or similar heating rates and temperatures under true triaxial stress were conducted.The test results show that both heating rate and temperature promote radial fracture of the rock,but have little effect on the development of axial fractures.Compared with heating rate,temperature is a more critical factor influencing microwave-induced fracturing.The effects of the heating rate on rock fracturing become noticeable only at higher temperatures.When the heating rate and temperature are similar but the diameter of the boreholes is different,the crack distribution,total length,wave velocity attenuation,and fracture process are similar.It is feasible to reverse-design microwave parameters under different borehole diameters based on the heating rate and temperature.Thermal fracturing of basalt shows a distinct threshold effect between 150℃ and 195℃(with an average of about 175℃),and the heating rate and borehole diameter exert minor influences thereon.The results provide guidance for the design of microwave parameters in practice. 展开更多
关键词 ROCKBURST DESTRESSING True triaxial stress Microwave-induced fracturing Microwave parameter design
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Coupled numerical modelling of high-voltage electric pulse(HVEP)rock fracturing using COMSOL and 4D-LSM
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作者 Chenghui Liu Qin Li +3 位作者 Fuxin Rui Tubing Yin Yang Zou Gaofeng Zhao 《International Journal of Mining Science and Technology》 2026年第3期517-533,共17页
High-voltage electric pulse(HVEP)rock fragmentation has demonstrated substantial potential for sustainable fracturing of hard rocks owing to its energy efficiency.The transient nature and highly disruptive characteris... High-voltage electric pulse(HVEP)rock fragmentation has demonstrated substantial potential for sustainable fracturing of hard rocks owing to its energy efficiency.The transient nature and highly disruptive characteristics of its physical fracturing process render experimental investigation of the underlying rock-breaking mechanisms challenging.However,existing numerical studies lack comprehensive models that precisely link electrical breakdown phenomena with mechanical disintegration processes.This study combines COMSOL electrical breakdown simulations with four-dimension lattice spring model(4D-LSM)mechanical analysis to establish a coupled HVEP rock fragmentation model.The core concept of the model construction is to import the temperature field of the plasma channel obtained from the electrical breakdown into the mechanical solver to realize the precise connection between the two stages.The validated numerical model elucidates the full process of HVEP-induced fragmentation under varying electrical parameters.Furthermore,the effects of confining pressure and mineral grain size on fragmentation behavior have been investigated.Finally,parametric simulations across 25 electrical parameter combinations demonstrate the critical role of electrode spacing optimization in achieving energy-efficient rock fragmentation.These findings provide a predictive tool for designing efficient HVEP systems in deep resource extraction and mineral processing engineering. 展开更多
关键词 Rock fracturing High-voltage electric pulse Thermal-mechanical coupling Lattice spring model
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Deflagration fracturing modification of nanoporous structure in the shale reservoirs of the Longmaxi Formation,Southern Sichuan,China
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作者 Yuhang Zhang Shangbin Chen +4 位作者 Yixuan Peng Wei Lin Xinyu Yang Ni Pan Yang Wang Wei Ju 《Natural Gas Industry B》 2026年第1期30-43,共14页
Methane in-situ deflagration fracturing in shale is a revolutionary anhydrous technology.This paper selects shale samples from the Longmaxi Formation in Southern Sichuan to conduct deflagration fracturing tests with p... Methane in-situ deflagration fracturing in shale is a revolutionary anhydrous technology.This paper selects shale samples from the Longmaxi Formation in Southern Sichuan to conduct deflagration fracturing tests with pressures ranging from 25 MPa to 91 MPa.Pore structure changes were experimentally measured to explore the modification differences of nanoscale pore characteristics under varying deflagration pressures.The results show that within the deflagration pressure range examined in this study,(1)Deflagration fracturing can alter the pore volume and specific surface area but does not affect the distribution characteristics of the pore size's peak position.The maximum increments of total pore volume occur at a pressure of 45 MPa.(2)When the deflagration pressure is less than 45 MPa,porosity gradually increases with rising deflagration pressure.When it is greater than 45 MPa,the porosity does not change significantly.With increasing deflagration pressure,it gradually increases:from nanopores,such as mesopores and macropores,to large pores and microcracks.(3)At the low deflagration pressure stage,under the influence of high temperature,slippage pores gradually increase,which is conducive to gas desorption and diffusion migration.As pressure increases,the impact of the explosion shock wave gradually increases,the volume of seepage pores increases significantly,and seepage dominates the migration mode. 展开更多
关键词 Methane in-situ deflagration fracturing Shale gas Nanopore structure Gas migration
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Fracturing behavior of tight sandstone containing hollow double-wing crack(HDWC)under microwave irradiation
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作者 Zeyu Zhu Jing Xie +8 位作者 Yuze Du Li Ren Bengao Yang Gan Feng Mingxin Liu Ting Ai Ruifeng Tang Yunlong Wang Mingzhong Gao 《Journal of Rock Mechanics and Geotechnical Engineering》 2026年第3期2215-2237,共23页
As an emerging rock-breaking technology,microwave irradiation has demonstrated significant potential as an auxiliary technique for volume stimulation in hydraulic fracturing.This study focuses on tight sandstone gas e... As an emerging rock-breaking technology,microwave irradiation has demonstrated significant potential as an auxiliary technique for volume stimulation in hydraulic fracturing.This study focuses on tight sandstone gas extraction,introducing a hollow double-wing crack(HDWC)configuration into the research on tight sandstone.Laboratory experiments were conducted to investigate microwave-induced fracturing mechanisms and the mechanical behavior of HDWC-containing sandstone,aiming to elucidate the thermal cracking patterns and underlying mechanisms under microwave irradiation conditions.To further explore the electromagnetic-thermal-mechanical(E-T-M)interactions in tight sandstone under microwave treatment,a coupled finite element method(FEM)-discrete element method(DEM)numerical model was developed.This model enabled a detailed analysis of force chain evolution and microcrack propagation within HDWC-containing sandstone.Additionally,preliminary hydraulic fracturing simulations were performed to investigate fracture initiation pressure and fracture evolution following microwave exposure.The main findings of this study are as follows:(1)Microwave heating induces thermal cracks at both the tips and midsections of the HDWC.Microwave irradiation degrades the mechanical properties of HDWC-containing sandstone.(2)Simulation results reveal that significant stress concentration and tensile-compressive zoning occur near the HDWC under microwave irradiation.Microcrack development exhibits an avalanche effect.(3)Hydraulic fracturing simulations indicate that microwave heating generally promotes hydraulic fracture generation.Microwave irradiation reduces the fracture initiation pressure and enhances the complexity and connectivity of the fracture network.These findings provide valuable insights into the application of microwave-assisted volume stimulation as a supporting technology for hydraulic fracturing in deep reservoirs. 展开更多
关键词 Microwave-assisted hydraulic fracturing Tight sandstone Numerical simulation Finite element method-discrete element method(FEM-DEM)
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A multi-scale capillary-core-reservoir approach to determining cluster spacing for volume fracturing:A case study of Chang 7 shale oil of Triassic Yanchang Formation,Ordos Basin,China
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作者 FAN Jianming CHANG Rui +11 位作者 HE Youan WANG Zhouhua ZHANG Xintong WANG Bo CHENG Liangbing XU Kai WU Ameng LIU Huang TU Hanmin GUO Ping WANG Shuoshi HU Yisheng 《Petroleum Exploration and Development》 2026年第1期191-204,共14页
This paper proposes an approach to determing the optimal cluster spacing for volume fracturing in shale oil reservoirs based on three scales,i.e.microscopic capillary displacement,large-scale core imbibition,and macro... This paper proposes an approach to determing the optimal cluster spacing for volume fracturing in shale oil reservoirs based on three scales,i.e.microscopic capillary displacement,large-scale core imbibition,and macroscopic reservoir nuclear magnetic resonance(NMR)logging.Through flow experiments using capillary with different diameters and lengths,and large-scale core counter-current and dynamic imbibition tests,and combing with the NMR logging data of single wells,a graded optimization criterion for cluster spacing is established.The proposed approach was tested in the shale oil reservoir in the seventh member of the Triassic Yanchang Formation(Change 7 Member),the Ordos Basin.The following findings are obtained.First,in the Chang 7 reservoir,oil in pores smaller than 8μm requires a threshold pressure,and for 2-8μm pores,the movable drainage distance ranges from 0.7 m to 4.6 m under a pressure difference of 27 mPa.Second,the large-scale core imbibition tests show a counter-current imbibition distance of only 10 cm,but a dynamic imbibition distance up to 30 cm.Third,in-situ NMR logging results verified that the post-fracturing matrix drainage radius around fractures is 0-4 m,which is consistent with those of capillary flow experiments and large-scale core imbibition tests.The main pore-size range(2-8μm)of the Chang 7 reservoir corresponds to a permeability interval of(0.1-0.4)×10^(-3)μm^(2).Accordingly,a graded optimization criterion for cluster spacing is proposed as follows:for reservoirs with permeability less than 0.20×10^(-3)μm^(2),the cluster spacing should be reduced to smaller than 4.2 m;for reservoirs with permeability of(0.2-0.4)×10^(-3)μm^(2),the cluster spacing should be designed as 4.2-9.2 m.Field application on a pilot platform,where the cluster spacing was reduced to 4.0-6.0 m,yielded an increased initial oil production by approximately 36.6%over a 100-m horizontal reservoir section as compared with untested similar platforms. 展开更多
关键词 volume fracturing cluster spacing optimization drainage area multi-scale evaluation Ordos Basin Chang 7 Member shale oil
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Statistical characteristics and causal mechanisms of hydraulic fracturing induced seismicity in the Southern Sichuan Basin,China
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作者 Jingjing Dai Jianfeng Liu +8 位作者 Jianxiong Yang Lei Wang Fujun Xue Xiangchao Shi Shigui Dai Jun Hu Changwu Liu Yifan Tang Yougang Cai 《Journal of Rock Mechanics and Geotechnical Engineering》 2026年第3期2059-2074,共16页
In the Southern Sichuan Basin,China(SSBC),some moderate-sized seismic events(local magnitude M_(L)ranging between 4 and 5)have affected the safe production of shale gas.In this study,we used the recorded seismic data ... In the Southern Sichuan Basin,China(SSBC),some moderate-sized seismic events(local magnitude M_(L)ranging between 4 and 5)have affected the safe production of shale gas.In this study,we used the recorded seismic data from China national and temporary networks within the SSBC to obtain the relocated seismic hypocenter distribution between January 2016 and May 2017 based on the hypocenter double-difference(HypoDD)method.The statistical characteristics of microseismicity resulting from water injection in SSBC were analyzed,and the potential correlation between the event rate and statistical parameters,such as Gutenberg-Richter b-value,spatial correlation length,and fractal dimension,was quantified.Based on spatial variations of b-value and fractal dimension of event distribution,we identified two potential risk areas in the East and West of the Zhaotong shale gas block(YS108),respectively.The focal mechanism solutions(FMSs)of the observed seismic events(M_(L)>2.5)near the H7 well pad were calculated utilizing the generalized cut-and-paste(gCAP)technique combined with P-wave polarity.The FMSs’results show reverse faults,and some of them have fault planes oriented in the N-S direction,causing oblique slip movement.In addition,we also inverted the regional stress field using high-quality FMSs,revealing that the maximum principal stress(σ1)trends NW–SE and lies nearly horizontal,in agreement with the World Stress Map and borehole breakout records.Considering geological structures and regional stress distribution,the reasons for induced seismicity were mainly linked to pore pressure diffusion.Our obtained findings may provide insights for future seismic risk assessment and mitigation strategies. 展开更多
关键词 Southern sichuan basin of China(SSBC) Hydraulic fracturing MICROSEISMICITY Spatio-temporal features Focal mechanism solution Stress inversion Causal mechanisms
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Synchronous vertical fracture propagation of multi-layer radial wells for enhancing stimulated height in shale oil reservoir
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作者 Mingzhe Gu Mao Sheng +3 位作者 Lejia Ren Bo Zhang Liuke Huang Gensheng Li 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第9期5542-5559,共18页
The diversity of interlayers in shale oil reservoir leads to a low degree of vertical reconstruction.This paper aims to propose a method to guide the synchronous initiation of hydraulic fractures in different layers b... The diversity of interlayers in shale oil reservoir leads to a low degree of vertical reconstruction.This paper aims to propose a method to guide the synchronous initiation of hydraulic fractures in different layers by drilling multi-layer radial wells in spatial positions,and to form a fracture network that satisfies the vertical propagation range and complexity.In this paper,a 3D(three-dimensional)multi-layer radial well fracturing model considering fluid-mechanics coupling is established and the properties of shale oil reservoir are characterized according to the field geological profile.The influences of radial well spacing,fracturing fluid injection rate,and fracturing fluid viscosity on vertical fracture communication in multilayer radial wells are investigated.The results show that the radial well has the characteristics of guiding fracture penetrating interlayers.Reducing radial well spacing and appropriately increasing injection rate and viscosity are beneficial to improving vertical fracture propagation ability.However,high fracture fluid viscosity under the same displacement will lead to a significant increase in fracture aperture and weaken the total fracture area.In addition,if the stress interference around the radial wells is low,the radial well can be located in the middle of each layer to minimize the fracture height limitation.This study can provide a solution idea for vertical propagation limitation of hydraulic fractures in shale oil reservoir. 展开更多
关键词 Multi-radial wells Hydraulic fracturing Vertical propagation INTERLAYER Shale oil reservoir
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Multi-layer multi-pass friction rolling additive manufacturing of Al alloy:Toward complex large-scale high-performance components 被引量:2
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作者 Haibin Liu Run Hou +2 位作者 Chenghao Wu Ruishan Xie Shujun Chen 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS 2025年第2期425-438,共14页
At present,the emerging solid-phase friction-based additive manufacturing technology,including friction rolling additive man-ufacturing(FRAM),can only manufacture simple single-pass components.In this study,multi-laye... At present,the emerging solid-phase friction-based additive manufacturing technology,including friction rolling additive man-ufacturing(FRAM),can only manufacture simple single-pass components.In this study,multi-layer multi-pass FRAM-deposited alumin-um alloy samples were successfully prepared using a non-shoulder tool head.The material flow behavior and microstructure of the over-lapped zone between adjacent layers and passes during multi-layer multi-pass FRAM deposition were studied using the hybrid 6061 and 5052 aluminum alloys.The results showed that a mechanical interlocking structure was formed between the adjacent layers and the adja-cent passes in the overlapped center area.Repeated friction and rolling of the tool head led to different degrees of lateral flow and plastic deformation of the materials in the overlapped zone,which made the recrystallization degree in the left and right edge zones of the over-lapped zone the highest,followed by the overlapped center zone and the non-overlapped zone.The tensile strength of the overlapped zone exceeded 90%of that of the single-pass deposition sample.It is proved that although there are uneven grooves on the surface of the over-lapping area during multi-layer and multi-pass deposition,they can be filled by the flow of materials during the deposition of the next lay-er,thus ensuring the dense microstructure and excellent mechanical properties of the overlapping area.The multi-layer multi-pass FRAM deposition overcomes the limitation of deposition width and lays the foundation for the future deposition of large-scale high-performance components. 展开更多
关键词 aluminum alloy additive manufacturing SOLID-STATE friction stir welding multi-layer multi-pass
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Experimental and numerical studies on propagation behavior between hydraulic fractures and pre-existing fractures under prepulse combined hydraulic fracturing 被引量:1
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作者 Chao Wei Liyuan Yu +2 位作者 Shentao Geng Zichen Yuan Yubo Wang 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第5期2879-2892,共14页
Prepulse combined hydraulic fracturing facilitates the development of fracture networks by integrating prepulse hydraulic loading with conventional hydraulic fracturing.The formation mechanisms of fracture networks be... Prepulse combined hydraulic fracturing facilitates the development of fracture networks by integrating prepulse hydraulic loading with conventional hydraulic fracturing.The formation mechanisms of fracture networks between hydraulic and pre-existing fractures under different prepulse loading parameters remain unclear.This research investigates the impact of prepulse loading parameters,including the prepulse loading number ratio(C),prepulse loading stress ratio(S),and prepulse loading frequency(f),on the formation of fracture networks between hydraulic and pre-existing fractures,using both experimental and numerical methods.The results suggest that low prepulse loading stress ratios and high prepulse loading number ratios are advantageous loading modes.Multiple hydraulic fractures are generated in the specimen under the advantageous loading modes,facilitating the development of a complex fracture network.Fatigue damage occurs in the specimen at the prepulse loading stage.The high water pressure at the secondary conventional hydraulic fracturing promotes the growth of hydraulic fractures along the damage zones.This allows the hydraulic fractures to propagate deeply and interact with pre-existing fractures.Under advantageous loading conditions,multiple hydraulic fractures can extend to pre-existing fractures,and these hydraulic fractures penetrate or propagate along pre-existing fractures.Especially when the approach angle is large,the damage range in the specimen during the prepulse loading stage increases,resulting in the formation of more hydraulic fractures. 展开更多
关键词 Prepulse combined hydraulic fracturing Prepulse loading parameters fracture networks fracture propagation Pre-existing fracture
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Investigation on coal damage and fracture extension law of liquid nitrogen injection pre-cooling and fracturing under true triaxial stress 被引量:2
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作者 Botao Li Haifei Lin +7 位作者 Jianping Wei Hongtu Zhang Shugang Li Zongyong Wei Lei Qin Pei Wang Rongwei Luo Zeran Liu 《International Journal of Mining Science and Technology》 2025年第2期213-229,共17页
To more accurately describe the coal damage and fracture evolution law during liquid nitrogen(LN_(2))fracturing under true triaxial stress,a thermal-hydraulic-mechanical-damage(THMD)coupling model for LN_(2) fracturin... To more accurately describe the coal damage and fracture evolution law during liquid nitrogen(LN_(2))fracturing under true triaxial stress,a thermal-hydraulic-mechanical-damage(THMD)coupling model for LN_(2) fracturing coal was developed,considering the coal heterogeneity and thermophysical parameters of nitrogen.The accuracy and applicability of model were verified by comparing with LN_(2) injection pre-cooling and fracturing experimental data.The effects of different pre-cooling times and horizontal stress ratios on coal damage evolution,permeability,temperature distribution,and fracture characteristics were analyzed.The results show that the permeability and damage of the coal increase exponentially,while the temperature decreases exponentially during the fracturing process.As the pre-cooling time increases,the damage range of the coal expands,and the fracture propagation becomes more pronounced.The initiation pressure and rupture pressure decrease and tend to stabilize with longer precooling times.As the horizontal stress ratio increases,fractures preferentially extend along the direction of maximum horizontal principal stress,leading to a significant decrease in both initiation and rupture pressures.At a horizontal stress ratio of 3,the initiation pressure drops by 48.07%,and the rupture pressure decreases by 41.36%.The results provide a theoretical basis for optimizing LN_(2) fracturing techniques and improving coal seam modification. 展开更多
关键词 Liquid nitrogen fracturing Thermal–hydraulic-mechanical-damage coupling Heterogeneous coal True triaxial stress fracture morphology
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Coal fracturing under dynamic load induced by methane deflagration 被引量:1
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作者 Ting Liu Jiabin Hu +4 位作者 Yu Wang Cheng Zhai Jianfeng Li Xiangguo Kong Zhongqiu Liang 《International Journal of Coal Science & Technology》 2025年第4期247-265,共19页
To elucidate the dynamic characteristics of in-situ methane deflagration in coalbed methane wellbores and its mechanisms for fracturing coal rock,this study first developed a simulation experimental system specificall... To elucidate the dynamic characteristics of in-situ methane deflagration in coalbed methane wellbores and its mechanisms for fracturing coal rock,this study first developed a simulation experimental system specifically designed for methane in-situ deflagration fracturing.This experimental system,which is capable of withstanding pressures up to 150 MPa and meanwhile applying axial and confining pressures of up to 50 MPa to rock cores,enables the coupled simulation on methane deflagration and rock core fracturing processes.With the aid of this experimental system,physical simulation experiments on in-situ methane deflagration fracturing were conducted,and the following findings were obtained.Methane deflagration loads in enclosed wellbores exhibit characteristics of multi-level pulsed oscillation.With the rise of initial gas pressure,the peak deflagration load increases approximately linearly,with the pressure amplification factor spanning from 23.14 to 31.10,and its peak loading rate grows exponentially.Accordingly,the fracture volume and fracture porosity augment.To be specific,when the initial gas pressure rises from 0.6 to 2.4 MPa,the fracture volume and fracture porosity augment by factors of 14.0 and 8.73,respectively.The fractal dimension of spatial distribution of fractures also increases with the rise of deflagration load,indicating that a higher deflagration load conduces to the development of a larger and more complex fracture network.Methane deflagration fracturing is characterized as a composite fracture mode that involves the impact of strong stress waves and the driving force of high-pressure fluids.The primary factors influencing damage to coal-rock include the high-stress impact in the initial stage of deflagration,the fluid pressure driving effect in the middle stage,and the thermal shock resulting from high temperatures in the later stage. 展开更多
关键词 Deflagration fracturing Dynamic load High temperature and high pressure fracture propagation Rock fracturing mode
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