International Journal of Rock Mechanics and Mining Sciences最新文献

{"title":"Modelling microwave fracturing of rocks: A continuum-discontinuum numerical approach","authors":"Yinjiang Nie,&nbsp;Yanlong Zheng,&nbsp;Jianchun Li","doi":"10.1016/j.ijrmms.2024.105975","DOIUrl":"10.1016/j.ijrmms.2024.105975","url":null,"abstract":"<div><div>Existing numerical models cannot well reproduce the fracturing process and reveal the underlying mechanisms of rocks under microwave irradiation. In this work, the electromagnetic-thermal-mechanical multiphysics is decoupled into microwave-induced heating (continuum-based) and thermally-driven fracturing (discontinuum-based), with temperature serving as the key interlink. The rigid-body spring-subset network (RBSSN) model is proposed to calculate the progressive fracturing of rocks under open-ended microwave irradiation, where the individual contacts between adjacent tetrahedral blocks are disassembled into three hypothetical spring-subsets. To depict failure characteristics of large-scale rocks under microwave irradiation, a variable-sized block model is developed by densifying the rigid-blocks near the irradiation. This electromagnetic-thermal-mechanical decoupling framework effectively captures the microwave fracturing process, revealing that microwave irradiation induces tensile-dominant progressive failure and regionalized deterioration (localized damage and macroscopic radial fissure). The fracturing rate of rocks is time-dependent, progressing through silent, violent and slowdown periods of rupturing with extended exposure time. The reason why high-power microwave is more effective in promoting visible fractures under the identical input energy is analyzed by combining the thermal deformation theory and RBSSN simulation. It is found that, power levels should be kept within reasonable scopes to maximize fracturing effects as excessive power densities lead to initiation of numerous microcracks around the high temperature zone and susceptibility to spalling.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"186 ","pages":"Article 105975"},"PeriodicalIF":7.0,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142825400","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"A nonlinear inversion method for predicting the in-situ stress field in deep coal seam based on improved long short-term memory neural network","authors":"Jiaxing Zhou ,&nbsp;Bisheng Wu ,&nbsp;Yuanxun Nie ,&nbsp;Haitao Zhang","doi":"10.1016/j.ijrmms.2024.106020","DOIUrl":"10.1016/j.ijrmms.2024.106020","url":null,"abstract":"<div><div>Existence of discontinuous geological structures, such as folds and fault, poses a great challenge in predicting the in-situ stress fields (ISSF). This paper proposes a discontinuous intelligent inversion method to predict the ISSFs in the deep coal seam area (DCSA) of the Shanghai Temple, which exhibits distinct discontinuous geological features. The proposed method consists of three key components. First, a discontinuous loading model was developed to address the problem of accuracy in the numerical simulation of discontinuous tectonic regions such as folds and faults. The simulation data generated is used as a sample dataset for the training of the inversion algorithm and their completeness is fully guaranteed. Second, the statistical distribution patterns of horizontal, maximum and minimum lateral pressure coefficients (LPCs) of the ISSF in the typical DCSAs of China is statistically calculated. By applying Gaussian- and Cauchy-type fuzzy membership functions, the degree of influence of faults and folds on the local ISSF is quantified and the geological structure influence model is constructed. The influence value enriches the input data dimension of the algorithm and lays a more detailed data foundation for the stress inversion. Third, the improved Long Short-Term Memory (LSTM) network algorithm was constructed by optimizing the network hierarchy and multi-parameter cyclic learning. An inversion analysis is carried out using the ISSF around the borehole as an example, and the relative error strictly controlled within 1 %. The improved LSTM algorithm achieves an accuracy of 88.58 % at each measurement point in the Shanghai Temple deep coal seam project, which is significantly higher than that of the back propagation neural network (BPNN). The discontinuous intelligent inversion method proposed in this study can provide an effective tool for predicting the ISSF in DCSA.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"186 ","pages":"Article 106020"},"PeriodicalIF":7.0,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142974938","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Hydro-mechanical insights for radioactive waste disposal from gas injection experiments in shale","authors":"Qazim Llabjani ,&nbsp;Alessio Ferrari ,&nbsp;Paul Marschall ,&nbsp;Lyesse Laloui","doi":"10.1016/j.ijrmms.2025.106039","DOIUrl":"10.1016/j.ijrmms.2025.106039","url":null,"abstract":"<div><div>Disposal of radioactive waste in deep geological repositories relies on the integrity of geological barriers, where gas migration can compromise long-term safety. This study examines the hydro-mechanical response of a shale under varying gas pressure build-up rates, using gas injection tests conducted in a high-pressure oedometer cell to simulate in-situ stress conditions. The research highlights that gas-induced porewater redistribution plays a key role during gas invasion processes. Results indicate that rapid gas pressure build-up leads to undrained conditions associated with significant porewater pressure development and expansive strains, while slower gas injection results in a drained response with less deformation. Additionally, a delayed gas breakthrough during rapid pressure build-up suggests the impedance of gas movement by porewater. However, once steady-state is achieved, both tests converge to similar gas flow rates and equilibrium states, indicating that the long-term gas transport properties of Opalinus Clay, selected as the host geomaterial for the Swiss repository, are not significantly influenced by initial gas pressure rates. Furthermore, neither the water intrinsic permeability nor the pore size distribution of the material is altered by gas invasion, highlighting the robustness of Opalinus Clay as a geological barrier for radioactive waste disposal. These findings emphasize the importance of understanding both short-term and long-term hydro-mechanical responses of shales subjected to gas transport to ensure the long-term containment and isolation of radioactive waste.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"186 ","pages":"Article 106039"},"PeriodicalIF":7.0,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143077710","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Single objective optimization for modeling elastoplastic damage of rock","authors":"Bozo Vazic,&nbsp;Eric C. Bryant,&nbsp;Kane C. Bennett","doi":"10.1016/j.ijrmms.2025.106034","DOIUrl":"10.1016/j.ijrmms.2025.106034","url":null,"abstract":"<div><div>A unified objective optimization framework is developed for damage-coupled multisurface plasticity in the context of normal-dissipative media. The framework is shown to be advantageous in rock and soil mechanics applications to overcome difficulty associated with non-smoothness of the elastic domain due to the use of multiple intersecting yield-surfaces. The basic approach is one of mathematical programming, where the evolution of internal variables over a finite time step incrementally minimizes a suitable convex functional of the internal-energy and dissipative terms. A variant of the Broyden–Fletcher–Goldfarb–Shanno algorithm (BFGS) is employed to obviate the need for matrix inversion while constricting order of operations to <span><math><mrow><mi>O</mi><mrow><mo>(</mo><msup><mrow><mi>n</mi></mrow><mrow><mn>2</mn></mrow></msup><mo>)</mo></mrow></mrow></math></span>. To demonstrate the effectiveness of the novel multi-surface model in modeling strength and damage behavior over a range of confining pressures, we provide validation against existing triaxial compression data for Tavel limestone. Model robustness and utility in damage-based element deletion is further demonstrated in finite element simulation of a projectile penetrating into limestone.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"186 ","pages":"Article 106034"},"PeriodicalIF":7.0,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143103578","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Fully coupled hydro-mechanical–chemical continuum modeling of fluid percolation through rock salt","authors":"Ishmael Dominic Yevugah ,&nbsp;Xiang-Zhao Kong ,&nbsp;Antoine B. Jacquey ,&nbsp;Christopher P. Green ,&nbsp;Hartmut M. Holländer ,&nbsp;Pooneh Maghoul","doi":"10.1016/j.ijrmms.2024.105985","DOIUrl":"10.1016/j.ijrmms.2024.105985","url":null,"abstract":"<div><div>In domal and bedded rock salt geothermal reservoirs, geochemical dissolution of the in-situ rock salt formation can alter fluid transport properties, thus impacting fluid flow. Coupled Hydro-mechanical–chemical (HMC) modeling is a useful tool to evaluate fluid transport through rock salt geothermal systems and to assess their economic potential. Existing continuum-based numerical simulation of fluid transport through rock salt relies on the polyhedral orientation of rock salt crystal boundaries as potential fluid pathways, employing a deformation-dependent permeability model to depict pressure-driven fluid flow through rock salt. However, this numerical approach is exclusively HM-coupled and overlooks the influence of halite dissolution/precipitation on the permeability model. This study extends the deformation-dependent permeability model to account for halite dissolution by adopting a reverse mineral growth approach. Using this extended (HMC-coupled) model, we capture the relevance of geochemical reactions on the response of rock salt formations undergoing pressure-driven fluid percolation. The resulting simulations predict a lower fluid pressure than the HM-coupled scenario, highlighting the impact of halite dissolution on fluid flow through rock salt.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"186 ","pages":"Article 105985"},"PeriodicalIF":7.0,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142825393","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Feature extraction and classification for induced microseismic signals during hydraulic fracturing: Implication for coalbed methane reservoir stimulation","authors":"Quangui Li ,&nbsp;Wenxi Li ,&nbsp;Qianting Hu ,&nbsp;Yunpei Liang ,&nbsp;Yanan Qian ,&nbsp;Zhizhong Jiang ,&nbsp;Zhen Wang ,&nbsp;Huiming Yang ,&nbsp;Wanjie Sun","doi":"10.1016/j.ijrmms.2024.106010","DOIUrl":"10.1016/j.ijrmms.2024.106010","url":null,"abstract":"<div><div>Before effectively analyzing the stimulation of coalbed methane (CBM) reservoirs using microseismic (MS) monitoring, it is necessary to accurately distinguish signals caused by hydraulic fracturing (HF) from interference signals. In this study, the Mel-frequency cepstral coefficient-fuzzy decision tree (MFCC-FDT) signal classification method was used. To minimize the loss of crucial details during preprocessing, feature extraction is accomplished by computing the MFCC values. This is followed by a decrease in the dimensionality and fuzzification of the dataset. Finally, the preprocessed data are entered into the FDT classifier that has been trained, thereby completing the automated identification of the induced signals. The proposed technique was applied to examine MS signals during the staged HF stimulation of a CBM reservoir. These findings suggest that the MFCC-FDT method outperforms the other combinations in terms of Accuracy, Precision, Recall, and F1-Score. Thirty-five interference MS events, including signals from tunneling blasts and machine operation during reservoir stimulation, were eliminated. The total stimulated reservoir volume under the MFCC-FDT technique validation was 22 966.29 m³, 1954.34 m³ less than the volume prior to the interference signals being removed. The proposed method reveals the nonlinear frequency characteristics of the induced MS signals and can be utilized to render more accurate MS signals for quantifying CBM reservoir stimulation by subsequent source inversion.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"186 ","pages":"Article 106010"},"PeriodicalIF":7.0,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142929221","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Effect of stress waves on fault slip using photoelastic analysis and numerical simulation","authors":"N.B. Zhang ,&nbsp;Z.X. Zhang ,&nbsp;R.L. Shan ,&nbsp;Q.X. Qi ,&nbsp;S.K. Zhao ,&nbsp;Y.S. Guo ,&nbsp;Y.Z. Li","doi":"10.1016/j.ijrmms.2025.106026","DOIUrl":"10.1016/j.ijrmms.2025.106026","url":null,"abstract":"<div><div>In coal mines, fault slips are often affected by stress waves originated from rock fracture during mining, but the effect of stress waves on a fault slip is still unclear. To understand such an effect, photoelasticity experiments and numerical simulation were carried out in this study, based on the thrust fault F16 in the Yima coal field, China. Three factors including stress wave sources, stress wave energy, and static friction coefficients of the fault were considered. The results show that: (1) Sources of stress waves located in the lower strata can more likely trigger the fault slip. (2) The curves of sliding displacement, strain ratio <span><math><mrow><msub><mi>r</mi><mi>ε</mi></msub></mrow></math></span> (shear strain to normal strain), and stress ratio <span><math><mrow><msub><mi>r</mi><mi>σ</mi></msub></mrow></math></span> (shear stress to normal stress) of the upper fault are similar to “U” shape with increasing stress wave energy. The rock failure in the upper fault could be the reason of the rising curves when the stress wave energy is high. (3) Normal and shear stresses have different responses to the perturbation of stress waves. (4) More friction energy but less sliding displacement is induced by stress waves if the static friction coefficient of the fault is large. (5) The Mohr's circle of the fault can reach the Coulomb failure threshold if the energy of stress waves is high enough, resulting in fault slip.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"186 ","pages":"Article 106026"},"PeriodicalIF":7.0,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143049845","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"BIM for mining - Automated generation of information models using a parametric modelling concept","authors":"Jyrki Salmi ,&nbsp;Zehao Ye ,&nbsp;Jelena Ninic ,&nbsp;Rauno Heikkilä","doi":"10.1016/j.ijrmms.2025.106032","DOIUrl":"10.1016/j.ijrmms.2025.106032","url":null,"abstract":"<div><div>The adoption of Building Information Modelling (BIM) in construction has greatly improved project delivery, collaboration, and automation. However, its application in mining remains underdeveloped due to the unique challenges of mining projects, such as their vast scale, complexity, and heterogeneity. The present study aims to explore the characteristics and potential for adoption of BIM technology in the mining sector and focuses on the generation of a Mine Information Model (MIM) from raw mine data, addressing a critical gap in the current state of digital transformation in the mining industry. We designed a fully automated workflow employing parametric modelling to generate models of as-excavated underground tunnels and geological block models for mining, utilising analytical data from surrounding rock formations. Two case studies utilising real mine tunnel data from Finland were conducted to validate the proposed automated MIM generation workflow. The input raw data includes reality-captured raw data, such as point clouds or mesh models of tunnels, borehole information, and associated design files. Through the application of topology-based parametric objects and script-driven rules, MIMs can be effectively created for mining operations. This research offers significant potential for advancing the Mine Building Information Modelling (MineBIM) concept, supporting machine control, automation, and digital twin applications. As BIM adoption grows, innovative solutions are expected to improve efficiency, safety, and sustainability in mining. Our code for automating MineBIM modelling is available at: <span><span>https://github.com/zxy239/MineBIM</span><svg><path></path></svg></span>.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"186 ","pages":"Article 106032"},"PeriodicalIF":7.0,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142990426","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Energy evolution and deformation features of re-loading creep failure in yellow sandstone after cyclic water intrusion","authors":"Yongde Liu ,&nbsp;Huijian Zhang ,&nbsp;Zhe Qin ,&nbsp;Xuxin Chen ,&nbsp;wenlong Liu","doi":"10.1016/j.ijrmms.2024.106019","DOIUrl":"10.1016/j.ijrmms.2024.106019","url":null,"abstract":"<div><div>To assess the long-term stability of rock bodies after excavation or slope excavation under external forces, uniaxial compression, and graded loading and unloading creep tests were performed on variable-saturation yellow sandstone after cyclic water intrusion. The energy evolution and deformation mechanisms of rocks during loading, creep, unloading, and holding were analyzed. Furthermore, the reloading creep behavior of variable-saturation rocks under cyclic water intrusion was investigated. Finally, a novel model is developed to describe this deformation using principles from damage mechanics and the viscoelastic-plastic theory. The following results were obtained: (1) Instantaneous deformation demonstrated a positive correlation with creep stress levels. The phenomenon of creep deformation exhibited nonlinear growth as the stress increased. (2) The nonlinear change rule of the plastic strain energy and dissipated energy of the rock under the action of a creep load could be characterized by a quadratic polynomial and power function, respectively, in accordance with an increase in the strain difference. (3) By analyzing the evolution of all levels of loading and unloading section energy and introducing an energy attenuation coefficient (<em>K</em>_<em>i</em>) based on the law of change in the graded loading and unloading creep test, an accurate destructive stress prediction was obtained. (4) A nonlinear creep damage constitutive model was constructed by combining the method of unsteady linear element and damage treatment. The accuracy of this model was assessed through model identification, validation, and evaluation of the prediction deviations from the test curves using experimental data. The findings of this study are of great significance for the prevention and control of creeping landslides initiated by water-related steep rocky slopes undergoing cyclic water intrusion.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"186 ","pages":"Article 106019"},"PeriodicalIF":7.0,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143049651","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"Experimental study of deformation induced by high-pressure methane adsorption and desorption: Insights into anisotropy and hysteresis characteristics","authors":"Songwei Wu ,&nbsp;Liang Wang ,&nbsp;Chao Liu ,&nbsp;Sheng Su ,&nbsp;Zhuang Lu ,&nbsp;Xinxin He ,&nbsp;Quanlin Yang ,&nbsp;Liwen Guo","doi":"10.1016/j.ijrmms.2025.106035","DOIUrl":"10.1016/j.ijrmms.2025.106035","url":null,"abstract":"<div><div>Adsorption deformation of the coal matrix significantly influences gas migration and enhances recovery in coal reservoirs. In deep coal seams, abnormally high fluid pressures complicate the accurate quantification of absolute adsorption using traditional models, affecting the assessment of adsorption deformation. To address this, this study conducted synchronous adsorption/desorption and strain testing on coals of varying metamorphic degrees under gas pressures up to 15 MPa. The results indicate that the simplified local density model effectively corrects the absolute adsorption amount. Compared to the smaller experimental errors in particle coal, cubic coal shows synchronized adsorption and strain changes, and the lower mean square error from the thermodynamic strain model fitting confirms its suitability for modeling adsorption deformation. As coal's metamorphic degree increased, the deformation modulus increased, indicating enhanced resistance to deformation. Replacing fugacity with pressure may also overestimate the deformation modulus. Further analysis of strain anisotropy and hysteresis during adsorption/desorption showed that anisotropy primarily arises from the macroscopic bedding structure and heterogeneous composition of coal. Anisotropy indices mainly range from 0.1 to 0.5 and gradually decrease as pressure rises during adsorption. Moreover, both adsorption hysteresis <em>h</em>_<em>a</em> and strain hysteresis <em>h</em>_<em>s</em> decrease with increasing pressure, while the overall hysteresis indices of adsorption and strain vary significantly due to irreversible deformation. For practical applications in coalbed methane extraction, incorporating strain anisotropy and hysteresis into constitutive and permeability equations is essential for optimizing multifield coupling models, thereby facilitating the efficient development of deep coalbed methane resources.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"186 ","pages":"Article 106035"},"PeriodicalIF":7.0,"publicationDate":"2025-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143049847","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}