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Monitoring the changes in plasm C-reactive protein,fibrinogen and blood white cell in patients with primary hypertension combined with acute cerebral infarction
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作者 Yuanfei Deng Juan Hang Yane Chen 《Neural Regeneration Research》 SCIE CAS CSCD 2006年第4期382-384,共3页
BACKGROUND: Inflammatory reaction and the increased level of its accompanying active protein play an important role in the occurrence and development of cerebral infarction. C-reactive protein, fibrinogen and white b... BACKGROUND: Inflammatory reaction and the increased level of its accompanying active protein play an important role in the occurrence and development of cerebral infarction. C-reactive protein, fibrinogen and white blood cell, as the monitoring index of inflammatory reaction, are very important in the occurrence and development of acute cerebral infarction. OBJECTIVE: To make a comparison between patients with primary hypertension accompanied with acute cerebral infarction and with simple primary hypertension by observing the changes in plasma C-reactive protein and fibrinogen levels as well as white blood cell and differential counts and analyzing their significances. DESIGN : Controlled observation SETTING : Ward Building for VIP, Shenzhen Hospital, Peking University. PARTICIPANTS: Totally 133 patients with primary hypertension were selected from Ward Building for VIP, Shenzhen Hospital, Peking University during September 2003 to September 2005, The diagnostic criteria were based on the hypertension diagnosis criteria formulated by the 7^th World Health Organization-International Society of Hypertension Guidelines (WHO-ISH) in 1998. The informed consents were obtained from all the participants. The involved patients were assigned into two groups: primary hypertension group, in which, there were 65 patients with primary hypertension ( degree 2), including 42 males and 23 females, with mean age of (61 ±14)years and mean blood pressure of (162.7±6.8)/(94.2±8.4) mm Hg (1 mm Hg =0.133 kPa), and primary hypertension combined with cerebral infarction group, in which, there were 68 patients with primary hypertension combined with cerebral infarction ( meeting the diagnostic criteria formulated in the 4^th National Cerebrovascular Diseases Meeting in 1995 and diagnosed by skull CT or MRI to exclude the patients with lacunar infarction), including 42 males and 26 females, with mean age of (56±15) years and mean blood pressure of (176.4±9.2)/(96.3±9.7) mm Hg. METHODS: Plasm C-reactive protein and fibrinogen levels, and white blood cell and differential counts of patients in the two groups were examined 24 hours after stroke. The above indexes were re-examined in the primary hypertension combined with cerebral infarction group 72 hours after stroke. White blood cell and differential counts were performed with laser method (East Asia FE-95001 RAM-1, Japan). The level of C-reactive protein was measured with turbidimetry (BNII Automatic Systems For Analysis, USA). The level of fibrinogen was measured with algorithm method when prothrombin time was normal and with Clauss method when prothrombin time was abnormal (ACL Automatic Coagulation Analyzer, USA). MAIN OUTCOME MEASURES: The plasm C-reactive protein and flbrinogen levels, and white blood cell and differential counts 24 hours after stroke in two groups and 72 hours after stroke in primary hypertension combined with cerebral infarction group. RESULTS: All the 133 involved patients participated in the result analysis. The plasm C-reactive protein and fibrinogen levels, and white blood cell and neutrophil counts in patients with primary hypertension were all within the normal range. The plasm C-reactive protein and fibrinogen levels, and white blood cell and neu- trophil counts in patients with primary hypertension combined with cerebral infarction were significantly higher than those in patients with primary hypertension 24 hours after stroke and 72 hours after stroke respectively[24 hours after stroke:(32.12±11.76) mg/L vs. (5.02±3.21 ) mg/L;(4.64±0.75) g/L vs. (3.12±0.49) g/L; (9.32±81)×10^9 L^- 1 vs. (5.78±1.32)×10^9L^- 1 (7.85±2.38)×10^9 L^- 1 vs.(3.49±1.28)×10^9 L^-1,t =7.094, 5.759,4.106,5.491, respectively,all P〈 0.01; 72 hours after stroke: (47.62±18.43) mg/L vs. (32.12±11.76) mg/L; (5.08±0.82) g/L vs. (4.64±0.75) g/L, t =2.864,2.220, respectively, both P 〈 0.05]. CONCLUSION: The increase in fibrinogen level and white blood cell count are the important index in monitoring primary hypertension combined with acute cerebral infarction. The increase in plasm C-reactive protein and fibrinogen levels 72 hours after stroke indicates that plasma C-reactive protein and fibrinogen are very important in the development of disease. 展开更多
关键词 monitoring the changes in plasm C-reactive protein fibrinogen and blood white cell in patients with primary hypertension combined with acute cerebral infarction CELL
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Analysis of Problems and Countermeasures of Multi-parameter Monitor in Metrological Verification
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作者 MA Xiangbing 《外文科技期刊数据库(文摘版)工程技术》 2021年第6期151-152,共3页
The multi-parameter monitor is an essential instrument in medical rescue. It realizes the dynamic monitoring of human life parameters. In the verification process of the measurement parameters of the multi-parameter m... The multi-parameter monitor is an essential instrument in medical rescue. It realizes the dynamic monitoring of human life parameters. In the verification process of the measurement parameters of the multi-parameter monitor, it aims at the verification of ECG, non-invasive blood pressure and other indicators. This paper discusses the necessity of the metrological verification of the multi-parameter monitor, analyzes the problems and countermeasures in the metrological verification of the multi-parameter monitor. 展开更多
关键词 multi-parameter the monitor metrological verification PROBLEM COUNTERMEASURES
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Deformation Monitoring and Analysis of Landslide in PPP with Dual-frequency Non-Ionosphere Combination
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作者 ZHENGGuokai CHENChen +2 位作者 MIAOMinnan GAIShixiong LIShuangfei 《外文科技期刊数据库(文摘版)工程技术》 2022年第7期132-137,共6页
In order to solve the problem of landslide hazard to people in our country, this paper takes a landslide in Shanxi province as an example, based on BDS/GPS dual-frequency ionosphere-free combination Precise Point Posi... In order to solve the problem of landslide hazard to people in our country, this paper takes a landslide in Shanxi province as an example, based on BDS/GPS dual-frequency ionosphere-free combination Precise Point Positioning (PPP), and analyzes the reliability of BDS/GPS dual-frequency ionosphere-free combination PPP in landslide deformation monitoring from convergence time and three-dimensional deformation of landslide. The research results show that the convergence of BDS/GPS dual-frequency precise point positioning can achieve centimeter-level accuracy in the landslide environment. The convergence data can accurately measure the horizontal and vertical changes of the landslide, and can provide a strong basis and support for the disaster prevention of the landslide. 展开更多
关键词 double frequency no ionosphere combination LANDSLIDE precision single point positioning deformation monitoring
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Perspective on the operando battery monitoring of multi-parameter by embedded optical fiber sensors
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作者 Jun Guo Pengcheng Liu +11 位作者 Fu Xue Jie Zeng Xinyue Mu Feier Wang Zhihan Kong Dingwei Ji Heng Zhou Longbiao Yu Qi Wu Kang Yan Jing Wang Kongjun Zhu 《Journal of Energy Chemistry》 2025年第11期899-919,I0020,共22页
Battery safety has emerged as a critical challenge for achieving carbon neutrality,driven by the increasing frequency of thermal runaway incidents in electric vehicles(EVs)and stationary energy storage systems(ESSs).C... Battery safety has emerged as a critical challenge for achieving carbon neutrality,driven by the increasing frequency of thermal runaway incidents in electric vehicles(EVs)and stationary energy storage systems(ESSs).Conventional battery monitoring technologies struggle to track multiple physicochemical parameters in real time,hindering early hazard detection.Embedded optical fiber sensors have gained prominence as a transformative solution for next-generation smart battery sensing,owing to their micrometer size,multiplexing capability,and electromagnetic immunity.However,comprehensive reviews focusing on their advancements in operando multi-parameter monitoring remain scarce,despite their critical importance for ensuring battery safety.To address this gap,this review first introduces a classification and the fundamental principles of advanced battery-oriented optical fiber sensors.Subsequently,it summarizes recent developments in single-parameter battery monitoring using optical fiber sensors.Building on this foundation,this review presents the first comprehensive analysis of multifunctional optical fiber sensing platforms capable of simultaneously tracking temperature,strain,pressure,refractive index,and monitoring battery aging.Targeted strategies are proposed to facilitate the practical development of this technology,including optimization of sensor integration techniques,minimizing sensor invasiveness,resolving the cross-sensitivity of fiber Bragg grating(FBG)through structural innovation,enhancing techno-economics,and combining with artificial intelligence(AI).By aligning academic research with industry requirements,this review provides a methodological roadmap for developing robust optical sensing systems to ensure battery safety in decarbonization-driven applications. 展开更多
关键词 Battery safety multi-parameter monitoring Embedded optical fiber sensors Operando sensing
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Comprehensive early warning of rock burst utilizing microseismic multi-parameter indices 被引量:21
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作者 Linming Dou Wu Cai +1 位作者 Anye Cao Wenhao Guo 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2018年第5期767-774,共8页
Rock bursts have become one of the most severe risks in underground coal mining and its early warning is an important component in the safety management. Microseismic(MS) monitoring is considered potentially as a powe... Rock bursts have become one of the most severe risks in underground coal mining and its early warning is an important component in the safety management. Microseismic(MS) monitoring is considered potentially as a powerful tool for the early warning of rock burst. In this study, an MS multi-parameter index system was established and the critical values of each index were estimated based on the normalized multi-information warning model of coal-rock dynamic failure. This index system includes bursting strain energy(BSE) index, time-space-magnitude independent information(TSMII) indices and timespace-magnitude compound information(TSMCI) indices. On the basis of this multi-parameter index system, a comprehensive analysis was conducted via introducing the R-value scoring method to calculate the weights of each index. To calibrate the multi-parameter index system and the associated comprehensive analysis, the weights of each index were first confirmed using historical MS data occurred in LW402102 of Hujiahe Coal Mine(China) over a period of four months. This calibrated comprehensive analysis of MS multi-parameter index system was then applied to pre-warn the occurrence of a subsequent rock burst incident in LW 402103. The results demonstrate that this multi-parameter index system combined with the comprehensive analysis are capable of quantitatively pre-warning rock burst risk. 展开更多
关键词 ROCK BURST Microseismic(MS)monitoring multi-parameter indices COMPREHENSIVE EARLY WARNING
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Experimental study on the bolt–cable combined supporting technology for the extraction roadways in weakly cemented strata 被引量:14
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作者 Meng Qingbin Han Lijun +3 位作者 Sun Jingwu Min Fengqing Feng Wei Zhou Xing 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第1期113-119,共7页
Aiming at the characteristics of the poor steady ability, the short stable time and severe deformation behavior of weakly cemented soft surrounding rock around extraction roadway, a bolt–cable combined supporting tec... Aiming at the characteristics of the poor steady ability, the short stable time and severe deformation behavior of weakly cemented soft surrounding rock around extraction roadway, a bolt–cable combined supporting technology was proposed. Numerical simulation was performed by using FLAC3 D software to study the effects of different supporting systems. The simulation result proves that those supporting systems have good practical values. Based on real-time monitoring and analysis of the deformation of surrounding rock and the stress of supporting structure, real time information of deformation of surrounding rock and stress state of supporting structure of extraction roadway within weakly cemented strata was obtained. Monitoring results show that large deformation and failure of surrounding rock of extraction roadway within weakly cemented strata can be effectively controlled by the bolt–cable combined supporting technology, which ensures the long-term stability and safety of surrounding rock and supporting structure. 展开更多
关键词 Weakly cemented strataExtraction roadwayBolt-cable combined supporting technologyReal-time monitoring
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Land deformation monitoring in mining area with PPP-AR 被引量:5
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作者 Hu Hong Gao Jingxiang Yao Yifei 《International Journal of Mining Science and Technology》 SCIE EI 2014年第2期207-212,共6页
The mining area deformation monitoring theory and method using precise point positioning (PPP) ambi- guity resolution (AR) were studied, and an ambiguity fixing model with satellite and receiver combina- tion phas... The mining area deformation monitoring theory and method using precise point positioning (PPP) ambi- guity resolution (AR) were studied, and an ambiguity fixing model with satellite and receiver combina- tion phase delay (CPD) was proposed for zero-differenced PPP ambiguity fixing and its corresponding formula derivation was given. The data processing results for I h at six IGS stations in China show that 93% of ambiguities can be fixed within 10 min and all ambiguities can be fixed within 15 min. After ambi- guity fixing, the positioning accuracy is improved by more than 85% in the E and N directions, with abso- lute positioning accuracy reaching millimeter level, and it was improved by 70% in the U direction, reaching centimeter level; the proposed zero-differenced ambiguity fixing model can effectively improve the convergence rate and positioning accuracy in PPP. Data monitoring continuously conducted for half a year at four COPS stations of Shanxi China Coal Pingshuo Group validated the feasibility of using PPP in mining area deformation monitoring. 展开更多
关键词 Deformation monitoring precise point positioning Ambiguity combination phase delay (CPD) Ionosphere-free combination
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Control effect and optimization scheme of combined rockbolt-cable support for a tunnel in horizontally layered limestone:A case study 被引量:1
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作者 Jiachen Wang Dingli Zhang +1 位作者 Zhenyu Sun Feng Peng 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第11期4586-4604,共19页
This study focused on the mechanical behavior of a deep-buried tunnel constructed in horizontally layered limestone,and investigated the effect of a new combined rockboltecable support system on the tunnel response.Th... This study focused on the mechanical behavior of a deep-buried tunnel constructed in horizontally layered limestone,and investigated the effect of a new combined rockboltecable support system on the tunnel response.The Yujingshan Tunnel,excavated through a giant karst cave,was used as a case study.Firstly,a multi-objective optimization model for the rockboltecable support was proposed by using fuzzy mathematics and multi-objective comprehensive decision-making principles.Subsequently,the parameters of the surrounding rock were calibrated by comparing the simulation results obtained by the discrete element method(DEM)with the field monitoring data to obtain an optimized support scheme based on the optimization model.Finally,the optimization scheme was applied to the karst cave section,which was divided into the B-and C-shaped sections.The distribution range of the rockboltecable support in the C-shaped section was larger than that in the B-shaped section.The field monitoring results,including tunnel crown settlement,horizontal convergence,and axial force of the rockboltecable system,were analyzed to assess the effectiveness of the optimization scheme.The maximum crown settlement and horizontal convergence were measured to be 25.9 mm and 35 mm,accounting for 0.1%and 0.2%of the tunnel height and span,respectively.Although the C-shaped section had poorer rock properties than the B-shaped section,the crown settlement and horizontal convergence in the C-shaped section ranged from 46%to 97%of those observed in the B-shaped section.The cable axial force in the Bshaped section was approximately 60%of that in the C-shaped section.The axial force in the crown rockbolt was much smaller than that in the sidewall rockbolt.Field monitoring results demonstrated that the optimized scheme effectively controlled the deformation of the layered surrounding rock,ensuring that it remained within a safe range.These results provide valuable references for the design of support systems in deep-buried tunnels situated in layered rock masses. 展开更多
关键词 Giant karst cave Multi-objective optimization model Numerical simulation combined rockbolt-cable support Field monitoring
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Six-year analysis of key monitoring for bacterial strain distribution and antibiotic sensitivity in a hospital
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作者 Zong-Ying Li Dong Yang Chong-Hua Hao 《World Journal of Clinical Cases》 SCIE 2023年第30期7294-7301,共8页
BACKGROUND With the widespread use of antimicrobial drugs,bacterial resistance has become a significant problem,posing a serious threat to public health.The prevalence of clinical infection strains in hospitals and th... BACKGROUND With the widespread use of antimicrobial drugs,bacterial resistance has become a significant problem,posing a serious threat to public health.The prevalence of clinical infection strains in hospitals and their drug sensitivities are key to the appropriate use of antibiotics in clinical practice.AIM To identify prevalent bacteria and their antibiotic resistance profiles in a hospital setting,thereby guiding effective antibiotic usage by clinicians.METHODS Specimens from across the institution were collected by the microbiology laboratory.The VITEK 2 compact fully automatic analyzer was used for bacterial identification and antibiotic sensitivity testing,and the WHONET5.6 software was utilized for statistical analysis.RESULTS A total of 12062 bacterial strains of key monitoring significance were detected.Staphylococcus aureus demonstrated widespread resistance to penicillin,but none of the strains were resistant to vancomycin or linezolid.Moreover,219 strains of methicillin-resistant coagulase-negative staphylococci and 110 strains of methicillin-resistant Staphylococcus aureus were detected.Enterococcus faecalis showed moderate resistance to the third-generation quinolones ciprofloxacin and levofloxacin,but its resistance to nitrofurantoin and tetracycline was low.Enterococcus faecium displayed significantly lower resistance to third-and fourthgeneration quinolones than Enterococcus faecalis.The resistance of two key monitoring strains,Escherichia coli and Klebsiella pneumoniae,to piperacillin/tazobactam was 5%-8%.However,none of the Escherichia coli and Klebsiella pneumoniae strains were resistant to meropenem.The resistance of Acinetobacter baumannii to piperacillin/sulbactam was nearly 90%.Nonetheless,the resistance to tigecycline was low,and Pseudomonas aeruginosa demonstrated minimal resistance in the antibiotic sensitivity test,maintaining a resistance of<10%to the cephalosporin antibiotics cefotetan and cefoperazone over the last 6 years.The resistance to amikacin remained at 0.2%over the past 3 years.CONCLUSION Our hospital’s overall antibiotic resistance rate was relatively stable from 2017 to 2022.The detection rates of key monitoring strains are reported quarterly and their resistance dynamics are monitored and communicated to the entire hospital,which can guide clinical antibiotic selection. 展开更多
关键词 Antibiotic sensitivity test monitoring bacterial antibiotic resistance Antimicrobial drugs Antimicrobial stewardship combination therapies Antibiotic stewardship
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基于CEEMDAN-SSA-ELM-LSTM模型的地铁车站深基坑支护桩水平变形预测 被引量:3
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作者 刘彦伟 彭洁 +4 位作者 任连伟 高保彬 郭佳奇 王泽武 韩红凯 《防灾减灾工程学报》 北大核心 2025年第1期34-46,共13页
灾害监测与预测是岩土工程领域至关重要的任务之一,但工程监测数据中的非平稳性和非线性一直是预测的难点。为应对此挑战,引入数据驱动算法极限学习机(ELM)、长短时记忆神经网络模型(LSTM),结合自适应噪声完备集合经验模态分解(CEEMDAN... 灾害监测与预测是岩土工程领域至关重要的任务之一,但工程监测数据中的非平稳性和非线性一直是预测的难点。为应对此挑战,引入数据驱动算法极限学习机(ELM)、长短时记忆神经网络模型(LSTM),结合自适应噪声完备集合经验模态分解(CEEMDAN)和麻雀搜索算法(SSA),提出了一种改进的地铁车站深基坑变形组合预测模型。首先,通过CEEMDAN将支护桩水平位移序列分解为趋势项和波动项,降低数据的非平稳性。其次,为充分考虑分解序列差异的非线性特征,分别采用SSA优化后的ELM和LSTM模型对低频趋势项与高频波动项进行预测,并将结果叠加重构为最终预测值。最后,以郑州市某地铁车站深基坑为例,通过设置消融实验、对比实验和泛化性验证实验,系统评估了模型的准确性与实用性。结果表明:该模型在精度和稳定性方面显著优于其他模型,其中R2提升了2.88%~23.62%,RMSE和MAPE分别降低了6.63%~41.13%、8.08%~64.79%。这充分说明模型在应对数据非平稳性和捕捉非线性特征方面表现出色,具备良好的可靠性和广泛的应用前景,可为岩土工程中的灾害防治提供新的思路和技术支持。 展开更多
关键词 基坑工程 支护桩 变形监测 组合预测 深度学习
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基于高位巷与工作面进回风巷联合卸压的坚硬顶板防冲技术研究 被引量:1
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作者 谭云亮 任文涛 +6 位作者 李青海 殷鹏涛 张修峰 王子郡 陈洋 胡善超 李占海 《煤炭科学技术》 北大核心 2025年第1期65-81,共17页
深埋特厚煤层开采后高位坚硬顶板失稳造成强矿压现象突显,严重威胁矿井安全生产。为探究新型卸压防冲方案,以新巨龙煤矿8302工作面为研究背景,提出了高位巷与工作面进回风巷联合爆破卸压防冲方案。通过理论分析、物理模拟和数值计算相... 深埋特厚煤层开采后高位坚硬顶板失稳造成强矿压现象突显,严重威胁矿井安全生产。为探究新型卸压防冲方案,以新巨龙煤矿8302工作面为研究背景,提出了高位巷与工作面进回风巷联合爆破卸压防冲方案。通过理论分析、物理模拟和数值计算相结合的方法,分析了高位巷爆破与进回风巷爆破协同卸压原理,揭示了高位巷爆破卸压对于坚硬顶板的破断失稳机制,明确了高位巷爆破对于煤层应力场演化特征。针对现场工况条件,设计并实践了高位巷与进回风巷联合爆破卸压及监测方案,取得了显著的卸压效果。结果表明:①高位巷与进回风巷联合卸压,弱化了覆岩结构,使其产生大量裂隙,破坏了其连续性,降低了覆岩承载能力。②高位巷爆破使高位关键岩层初次垮落步距由144 m减小为84 m,周期垮落步距由24~30 m减小为12~24 m。煤层垂直应力由18.1~18.3 MPa减小至16.2~18.0 MPa,最大降幅11.47%,改善了工作面应力分布状况。③设计了8302工作面进回风巷与高位巷联合爆破卸压方案。并从进回风巷表面变形、覆岩应力、顶板深部位移等方面制定了监测方案。④现场工程实践表明:104 J及以上的微震能量事件降幅64.3%,微震事件由改性前的“低频高能”逐渐向改性后的“高频低能”转化。联合爆破卸压后,围岩变形、钻孔应力及锚杆索受力对断层及不规则采空区具有高度的敏感性,而在进入正常阶段后,围岩稳定性得到改善,联合爆破卸压效果显著。为解决大采高坚硬顶板引发的强矿压显现问题提供了理论依据及实践参考。 展开更多
关键词 坚硬覆岩 联合爆破 冲击地压 卸压释能 微震监测
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双镜联合结合面神经监测在中耳胆脂瘤术中的临床应用研究
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作者 王建洪 黄榆岚 +6 位作者 罗小邹 龙盈 刘梅 郭大燕 龚丽梅 邹爽 陈小春 《中国耳鼻咽喉头颈外科》 2025年第1期51-53,共3页
目的探讨双镜联合结合面神经监测在中耳胆脂瘤术中的应用。方法纳入104例病例随机分为3组,双镜+面神经监测组35例、耳显微镜+面神经监测组35例和单纯耳显微镜组34例。对三组患者手术用时、术后干耳占比、有无鼓膜穿孔、是否面瘫、术前... 目的探讨双镜联合结合面神经监测在中耳胆脂瘤术中的应用。方法纳入104例病例随机分为3组,双镜+面神经监测组35例、耳显微镜+面神经监测组35例和单纯耳显微镜组34例。对三组患者手术用时、术后干耳占比、有无鼓膜穿孔、是否面瘫、术前术后气骨导听力情况及术后复发率进行对比分析。结果双镜+面神经监测组、显微镜+面神经监测组、单纯显微镜组的手术时间分别为(115.34±11.87)min、(121.71±13.32)min、(130.56±19.97)min,术后胆脂瘤复发率分别为5.71%、25.71%、26.47%,双镜联合结合面神经监测组用时最短、复发率最低,差异有统计学意义。三组术后1个月干耳占比分别为85.7%、60%、61.7%,鼓膜穿孔数分别为4例、3例、5例,术后气骨导听力变化分别为(12.46±4.93)dB、(12.17±4.84)dB、(11.79±3.72)dB,三组间差异无统计学意义。单纯显微镜组术后出现1例短暂面瘫。结论双镜联合结合术中面神经监测可以有效缩短手术用时,减少胆脂瘤复发。 展开更多
关键词 显微镜检查(Microscopy) 胆脂瘤 中耳(Cholesteatoma Middle Ear) 面神经损伤(Facial Nerve Injuries) 耳内镜检查(otoendoscopy) 双镜联合(dual-mirror combination) 面神经监测(facial nerve monitoring) 复发率(recurrence rate)
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不同加卸载路径下冲击倾向性煤岩组合试件破坏特征研究
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作者 崔峰 罗钟 +5 位作者 何仕凤 来兴平 李浩荡 马立强 赵志鹏 杨旭 《煤炭科学技术》 北大核心 2025年第9期258-274,共17页
冲击地压矿井采掘扰动下煤岩体破坏特征复杂,严重影响了冲击地压的监测预警与防控,开展冲击倾向性煤岩组合体在不同加卸载应力路径下的破坏及声发射特征研究,对促进冲击地压的精准监测与防控具有重大意义。以冲击危险性煤岩组合体试件... 冲击地压矿井采掘扰动下煤岩体破坏特征复杂,严重影响了冲击地压的监测预警与防控,开展冲击倾向性煤岩组合体在不同加卸载应力路径下的破坏及声发射特征研究,对促进冲击地压的精准监测与防控具有重大意义。以冲击危险性煤岩组合体试件为研究对象,采用岩石力学单轴试验机和声发射监测系统进行了常规单轴加载和不同循环加卸载试验,分析了煤岩组合体在不同应力路径下的力学性质及能量演化规律,研究了煤岩组合体声发射试件数与应力路径特征关系,并以此计算研究了b值和熵值的演化趋势,讨论了经历不同应力路径下煤岩体对应到工程现场的冲击地压研究。研究结果表明:煤岩组合体在常规加载下峰值强度最大,变下限加卸载次之,恒下限加卸载峰值强度最小;试件中煤体为X状共轭斜面剪切破坏,岩石为拉伸破坏;恒下限加卸载下试件损伤程度较高,低能量的状态输入能量后失稳破坏,变下限加卸载下试件处于高能状态输入更多的能量后失稳破坏。获得了声发射事件数、b值及熵值的演化规律及其与破坏行为之间的关系,声发射事件数随加载强度的增加逐步上升,循环加卸载声发射事件数分布随应力路径的变化表现出波动特性,累计声发射曲线呈阶梯式增长;恒下限循环加卸载下b值和熵随加卸载表现出的波动性循环特征更明显,而变下限循环加卸载在应力较高的循环中表现出波动性特征,不同应力路径下试件临近失稳破坏的共同特征为b值处于低值波动,熵值在较高水平波动。较高的采掘强度会导致煤岩体在较短时间内经历不充足的自我卸压,因而裂隙扩展释放的能量较大;较低的采掘强度使煤岩体有充足的时间进行自我卸压,裂隙扩展释放的地音能量较小。根据不同加卸载作用下煤岩体破坏特征及声发射事件数、b值、熵值的演化规律,可有效的预测煤岩体破坏行为。较低的采掘强度使煤岩体有充足的时间进行自我卸压,裂隙扩展较为频繁,地音能量释放较小。研究结果为不同采动强度的采掘方式合理选取提供了依据,在实际工程应用中可为冲击地压矿井的实现精准监测与防控提供支撑。 展开更多
关键词 煤岩组合体 冲击地压 循环载荷 矿井监测预警 采掘强度
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基于长期定位监测的施肥模式对北京市菜果园土壤养分的影响
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作者 李娜 张蕾 +4 位作者 王胜涛 田云龙 朱昌雄 宋婷婷 李红娜 《环境工程技术学报》 北大核心 2025年第4期1303-1310,共8页
基于北京市33个长期施肥定位监测点位的跟踪调研,分析不同施肥措施、施肥年限、施肥类型及种植类型等对土壤养分含量的影响规律。结果表明,长期施肥大幅度增加了农田土壤各养分含量。土壤有机质均值从13.8 g/kg(2008年)增长到25.05 g/kg... 基于北京市33个长期施肥定位监测点位的跟踪调研,分析不同施肥措施、施肥年限、施肥类型及种植类型等对土壤养分含量的影响规律。结果表明,长期施肥大幅度增加了农田土壤各养分含量。土壤有机质均值从13.8 g/kg(2008年)增长到25.05 g/kg(2022年),平均每年增加0.75 g/kg。同时,有效磷和速效钾的增长率最高,均值增长率分别为158.38%和158.67%。相比不施肥,单施有机肥、有机肥化肥配施均显著增加了土壤有机质含量,但仅有机肥化肥配施显著增加了土壤全氮、碱解氮、有效磷和速效钾含量。持续的有机肥养分(N+K_(2)O+P_(2)O_(5))投入量小于900 kg/(ha·a)〔相当于有机肥实物投入量约22.5 t/(ha·a)〕时,农田土壤有机质随养分投入量增加而增加。同样的,肥料总养分投入量小于900 kg/(ha·a)时,土壤养分随投入量增加而增加。平原农业区农田土壤养分含量最高,近郊农业区和山地生态涵养区次之,菜田土壤各项养分含量均显著高于果园(p<0.05)。本研究为北京市耕地合理施肥提供科学的指导和借鉴。 展开更多
关键词 土壤养分 长期定位监测 化肥减量增效 种植类型 有机肥化肥配施
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麻醉深度指数监测下全身麻醉复合神经阻滞对老年急腹症患者血流动力学及炎症反应的影响
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作者 朱华 董自强 +2 位作者 黄明辉 黄桂明 周文 《青岛医药卫生》 2025年第3期168-171,共4页
目的探究在脑电双频指数(BIS)麻醉深度监测下,全身麻醉复合神经阻滞对老年急腹症患者术中血流动力学及炎症反应的影响。方法前瞻性选取2023年1月至2024年12月于赣州市人民医院行剖腹探查术的急腹症老年患者90例作为研究对象,随机分成全... 目的探究在脑电双频指数(BIS)麻醉深度监测下,全身麻醉复合神经阻滞对老年急腹症患者术中血流动力学及炎症反应的影响。方法前瞻性选取2023年1月至2024年12月于赣州市人民医院行剖腹探查术的急腹症老年患者90例作为研究对象,随机分成全身麻醉组(G1组)、全麻复合神经阻滞组(G2组)、全麻复合神经阻滞+BIS麻醉深度监测组(G3组)各组30例。比较三组麻醉前(T0)、手术开始0.5h(T1)、术后0h(T2)、术后2 h(T3)的血流动力学参数[心率(HR)、平均动脉压(MAP)、中心静脉压(CVP)]及术后12 h的血清炎症因子水平[C反应蛋白(CRP)、肿瘤坏死因子-α(TNF-α),白细胞介素6(IL-6)],同时比较三组的不良反应情况。结果三组T0、T1、T2、T3四个时间点的均值比较,G1组的HR、MAP的波动性明显大于G2、G3组;G2组的HR、MAP的波动性明显大于G3组。三组CVP水平的比较无统计学差异(P<0.05);术后12hG3组的CRP、TNF-α、IL-6水平较G1组、G2组低,G2组的CRP、TNF-α、IL-6水平较G1组低(均P<0.05)。三组不良反应无差异(P>0.05)。结论老年急腹症患者剖腹探查术中行全麻复合神经阻滞+BIS麻醉深度监测,能有效稳定术中的血流动力学状态,并降低术后炎症应激反应,且安全性佳。 展开更多
关键词 急腹症 全身麻醉复合神经阻滞 麻醉深度指数监测 血流动力学 炎症反应
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创伤患者相关监测指标对首日红细胞用量预测价值的探索
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作者 杨劲 胡志航 +2 位作者 蒋先孝 陈良 李海山 《中国输血杂志》 2025年第6期788-796,共9页
目的分析急诊创伤患者入院前后早期监测指标和使用凝血/抗凝血药物与24 h内该患者输注红细胞的情况,寻找早期与入院24 h内使用红细胞量相关的指标,帮助临床判断输注红细胞概率和数量。方法回顾性整理分析2022年1月—2024年3月重症医学科... 目的分析急诊创伤患者入院前后早期监测指标和使用凝血/抗凝血药物与24 h内该患者输注红细胞的情况,寻找早期与入院24 h内使用红细胞量相关的指标,帮助临床判断输注红细胞概率和数量。方法回顾性整理分析2022年1月—2024年3月重症医学科(ICU)收治117例急诊创伤患者资料,根据24 h内输注红细胞的数量按是否超过四分位数(Q1、Q2、Q3)分类分组,数值变量采用非参数检验、分类变量采用卡方检验筛选有统计学意义的单因素指标进行二元logistic回归分析得出联合预测概率,对入选二元logistic回归模型的多因素指标和联合预测概率进行ROC曲线分析。结果在输注红细胞是否超过Q1的分组中首次Hb和首次Hct为独立影响因素(P<0.05),ROC曲线分析联合预测概率AUC=0.858(P<0.05);在输注红细胞是否超过Q2的分组中首次Fib、氨甲环酸、人凝血酶原复合物、创伤类别和初探主要创伤部位为独立影响因素(P<0.05),ROC曲线分析联合预测概率AUC=0.966(P<0.05);在输注红细胞是否超过Q3的分组中脉压和创伤类别为独立影响因素(P<0.05),ROC曲线分析联合预测概率AUC=0.944(P<0.05)。结论急诊创伤患者入院前后早期监测指标和使用凝血药物情况对入院首日输注红细胞量有一定预测诊断价值,可以通过患者监测指标建立预警提示,尤其是稀有血型和供血紧张期最大程度保障患者的血液供应,减少因急诊创伤患者大量失血输血科(血库)供血不及时的事件发生。 展开更多
关键词 创伤患者相关监测指标 首日输注红细胞量 ROC曲线联合诊断概率
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近接运营铁路桥梁软土深大基坑变形控制
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作者 涂启柱 孟长江 陈侃 《路基工程》 2025年第3期121-126,共6页
依托东莞某近接铁路桥梁软土深基坑工程,采用小应变土体硬化本构模型对设计支护方案进行有限元数值分析,并与现场监测数据进行对比。结果表明:在地连墙+混凝土支撑支护的基础上,邻近铁路桥墩地连墙外侧增设灌注桩形成门式刚架结构增大... 依托东莞某近接铁路桥梁软土深基坑工程,采用小应变土体硬化本构模型对设计支护方案进行有限元数值分析,并与现场监测数据进行对比。结果表明:在地连墙+混凝土支撑支护的基础上,邻近铁路桥墩地连墙外侧增设灌注桩形成门式刚架结构增大围护墙的刚度,环形混凝土支撑增设支撑板增大支撑刚度,能够有效提高基坑变形控制能力;基坑外2倍基坑深度范围内土体水平位移和竖向位移较大,对铁路桥墩变形影响较大;数值分析与现场监测铁路桥墩变形较为接近,其中顺桥向水平位移较小,最大值小于2.00 mm,而横桥向水平位移相对较大,最大值大于4.00 mm。 展开更多
关键词 铁路桥梁 软土地区 深大基坑 组合支护 基坑监测 变形控制 经济性 安全性
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深部复杂破碎软岩巷道围岩变形控制技术研究 被引量:1
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作者 石磊 王鹏 +1 位作者 姜丙孝 孙耀辉 《中国矿业》 北大核心 2025年第6期215-223,共9页
针对金能煤矿1201回风巷道存在的深部高应力软岩难支护问题,通过现场调研、理论分析、数值模拟及现场工业性试验,系统地分析了巷道围岩变形破坏机理,并提出了有效的支护方案。首先研究分析了巷道围岩变形破坏的主要机理,指出地质条件差... 针对金能煤矿1201回风巷道存在的深部高应力软岩难支护问题,通过现场调研、理论分析、数值模拟及现场工业性试验,系统地分析了巷道围岩变形破坏机理,并提出了有效的支护方案。首先研究分析了巷道围岩变形破坏的主要机理,指出地质条件差、围岩渗水、支护参数不合理是导致巷道变形失稳的主要因素。基于以上变形特征,提出了一种“锚杆(索)+金属管棚+注浆+钢筋网”联合支护方案。该方案通过长短锚索的有机结合,实现了深浅部围岩的有效支护,提高了围岩的整体稳定性。在理论分析方面,基于莫尔-库伦准则,对比了原始支护方案与优化支护方案的支护作用力和围岩强度变化,从理论上验证了优化支护方案的适用性。并数值模拟分析了优化支护方案在巷道顶板支护应力、两帮支护应力、支护水平位移、支护垂直位移等方面均显著优于矿井巷道原始支护方案,分别提高了约0.02 MPa、0.08 MPa、125 mm和137 mm。同时,为验证优化支护方案的实际效果,在现场进行工业性试验。试验结果表明,优化支护方案后巷道的顶底板和两帮围岩控制效果分别提高了约59.20%和62.42%,显著优于原始支护方案。综上所述,优化后的联合支护方案在深部复杂破碎软岩巷道围岩变形控制作用效果满足矿井需要,并为其他类似地质条件下的矿井巷道支护提供了重要参考。 展开更多
关键词 深部软岩 围岩控制 注浆锚固 联合支护 现场监测
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基于云平台的甘蔗联合收获机运行工况远程监测系统
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作者 黄满明 武涛 +3 位作者 俞龙 刘庆庭 黄少栋 蒋佳伟 《中国农机化学报》 北大核心 2025年第6期98-105,F0002,共9页
为实现甘蔗联合收获机关键作业部件运行工况信息的远程监测,以HN4GDL-194型切段式甘蔗联合收获机为监测对象,设计一套甘蔗联合收获机运行工况远程监测系统。该系统由感知层、传输层和应用层组成。感知层将压力传感器的电流信号与霍尔传... 为实现甘蔗联合收获机关键作业部件运行工况信息的远程监测,以HN4GDL-194型切段式甘蔗联合收获机为监测对象,设计一套甘蔗联合收获机运行工况远程监测系统。该系统由感知层、传输层和应用层组成。感知层将压力传感器的电流信号与霍尔传感器的脉冲信号通过信息采集节点打包并传输至传输层;传输层解析数据包,将传感器信号转换为压力值与转速值,进行数据的本地存储和显示,并通过4G模块将数据传输给应用层;应用层将数据存储在云服务器,并生成作业状态图,实现收获机运行工况的远程监测。通过试验对信号采集准确性、远程传输性能、采集扭矩的准确性以及系统工作稳定性进行分析。试验结果表明,传感器电流与脉冲信号采集准确率均大于99%,数据传输丢包率为1.80%,采集扭矩的平均误差为1%。基于云平台的甘蔗联合收获机运行工况远程监测系统采集信号准确、传输稳定、扭矩与转速的测量方法准确,能够稳定可靠地监测甘蔗联合收获机关键作业部件的运行工况。 展开更多
关键词 甘蔗 联合收获机 远程监测 远程传输 云平台 工况监测
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临床药师参与1例骨髓增生异常综合征化疗后粒缺伴发热患者的个体化治疗分析
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作者 刘春晴 徐文俊 +1 位作者 朱华 孙家艳 《中国医院药学杂志》 北大核心 2025年第21期2540-2544,共5页
为明确骨髓增生异常综合征化疗后粒缺伴发热患者个体化治疗方案制定要点,探讨治疗药物监测在肿瘤患者药物治疗中的重要性,选取1例用VA方案(维奈克拉+阿扎胞苷)治疗的新诊断骨髓增生异常综合征的典型病例,利用药学知识分析药物治疗合理... 为明确骨髓增生异常综合征化疗后粒缺伴发热患者个体化治疗方案制定要点,探讨治疗药物监测在肿瘤患者药物治疗中的重要性,选取1例用VA方案(维奈克拉+阿扎胞苷)治疗的新诊断骨髓增生异常综合征的典型病例,利用药学知识分析药物治疗合理性。该患者在使用VA方案化疗中出现Ⅳ度骨髓抑制,经过治疗后得到纠正;治疗中出现粒细胞缺少伴发热和肺部及口腔感染症状,经抗感染治疗后患者体温和感染指标恢复正常;治疗中对用药不良反应及异常血药浓度结果进行了分析。粒缺伴发热患者个体化治疗方案及维奈克拉、泊沙康唑等治疗药物监测在肿瘤患者中至关重要;抗感染时要根据患者疾病状态、病原菌种类等进行方案优化;临床药师要做好药学监护,减少或避免药物不良反应的发生。 展开更多
关键词 粒缺伴发热 治疗药物监测 临床药学
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