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Diversified Teaching Methods in Nursing:Using Animal Experimentation to Promote Core Professional Competencies in Basic Nursing Training 被引量:1
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作者 Hui Lin Wei Wang Yin-Jun Ye 《Chinese Nursing Research》 CAS 2015年第4期155-159,共5页
Objective: The aim of this project was to train highly professional and specialized nursing students from medical colleges to adapt to bedside clinical care by exploring and discussing various methods of injection an... Objective: The aim of this project was to train highly professional and specialized nursing students from medical colleges to adapt to bedside clinical care by exploring and discussing various methods of injection and IV infusion in animal experimentation to hone the core professional nursing competencies. Methods: Two classes from the 2012 senior graduating nursing class were randomly selected by a computer to conduct the diversified practical teaching methods based on animal experimentation. A hospital environment was simulated by requiring students to perform different types of injections and practical IV infusion techniques. A comprehensive evaluation of the core professional competencies, as well as other integrated competencies, was conducted to determine the effectiveness of the teaching methods. Results: Two-sampled, pairwise u-tests were performed between the scores of the experimental (nursing class 2) and control (nursing class 1) groups. These findings showed that the overall test scores were significantly higher in the experimental group compared to the control group and that the average P-values for the competencies in various categories were 〈0.01, which indicated statistically significant results. Conclusions: Based on the data from this project, diversified teaching methods for basic nursing training founded on animal experimentation can help nursing students perfect their core professional competencies and improve their overall professional standing. The introduction of animal experimentation requires further verification, and an increased acknowledgement of its benefits through the widespread dissemination of this information. 展开更多
关键词 core professional competencies Basic nursing Experimentation on animals Diversified teaching methods
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A 3D Nonhydrostatic Compressible Atmospheric Dynamic Core by Multi-moment Constrained Finite Volume Method 被引量:4
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作者 Qingchang QIN Xueshun SHEN +3 位作者 Chungang CHEN Feng XIAO Yongjiu DAI Xingliang LI 《Advances in Atmospheric Sciences》 SCIE CAS CSCD 2019年第10期1129-1142,共14页
A 3D compressible nonhydrostatic dynamic core based on a three-point multi-moment constrained finite-volume (MCV) method is developed by extending the previous 2D nonhydrostatic atmospheric dynamics to 3D on a terrain... A 3D compressible nonhydrostatic dynamic core based on a three-point multi-moment constrained finite-volume (MCV) method is developed by extending the previous 2D nonhydrostatic atmospheric dynamics to 3D on a terrainfollowing grid. The MCV algorithm defines two types of moments: the point-wise value (PV) and the volume-integrated average (VIA). The unknowns (PV values) are defined at the solution points within each cell and are updated through the time evolution formulations derived from the governing equations. Rigorous numerical conservation is ensured by a constraint on the VIA moment through the flux form formulation. The 3D atmospheric dynamic core reported in this paper is based on a three-point MCV method and has some advantages in comparison with other existing methods, such as uniform third-order accuracy, a compact stencil, and algorithmic simplicity. To check the performance of the 3D nonhydrostatic dynamic core, various benchmark test cases are performed. All the numerical results show that the present dynamic core is very competitive when compared to other existing advanced models, and thus lays the foundation for further developing global atmospheric models in the near future. 展开更多
关键词 multi-moment CONSTRAINED FINITE-VOLUME method NONHYDROSTATIC dynamic core topography height-based terrain-following coordinate
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Preparation and Characterization of Silica and Clay-Silica Core-Shell Nanoparticles Using Sol-Gel Method
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作者 Olfat M. Sadek Safenaz M. Reda Reem K. Al-Bilali 《Advances in Nanoparticles》 2013年第2期165-175,共11页
Silica and montmorillonite-supported silica nanoparticles were prepared via an acid one step sol-gel process. The synthesized solids were characterized using XRD, FTIR, TEM and N2 adsorption. The effect of preparing t... Silica and montmorillonite-supported silica nanoparticles were prepared via an acid one step sol-gel process. The synthesized solids were characterized using XRD, FTIR, TEM and N2 adsorption. The effect of preparing temperatures on the structure and properties of the silica nanoparticles were studied. The results show that the increase of annealing temperature from 25 to 200℃, don’t change amorphous state of silica. While for montmorillonite-supported silica the clay platelets are delaminated during the sol-gel process. TEM results showed that the average particle size of silica is increased by increasing temperature due to the particle sintering and the clay-silica nanoparticles possessed core–shell morphology with diameter of 29 nm. The surface area measurements showed that by increasing annealing temperature the surface area was decreased due to aggregation of particle. The clay-silica sample showed lower average pore width than that of the silica prepared at 200℃ indicating that it has a macropores structure. The adsorption efficiency of the prepared samples was tested by adsorption of protoporphyrin IX. The highest adsorption efficiency was found for SiO2 prepared at 200℃. Temkin model describe the equilibrium of adsorption of protoporphyrin IX on caly-silica nanoparticles under different conditions. 展开更多
关键词 SILICA Clay-Silica SOL-GEL method core-SHELL NANOPARTICLES
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Synthesis of Octylmethoxycinamate-silica Core-shell Nanoparticles with Self-templating Method
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作者 ZHANG Qing LI Rui +2 位作者 ZHAI Yong-ai LIU Feng-qi GAO Ge 《Chemical Research in Chinese Universities》 SCIE CAS CSCD 2010年第3期339-343,共5页
t A self-templating method was employed to synthesize core-shell nanoparticles with octylmethoxycinamate(OMC), a well-known organic UV absorber, as core and nanosilica particles as shell. The characteristic of this ... t A self-templating method was employed to synthesize core-shell nanoparticles with octylmethoxycinamate(OMC), a well-known organic UV absorber, as core and nanosilica particles as shell. The characteristic of this method is that the whole process requires neither surface treatment for nanosilica particles nor additional surfactant or stabilizer, and all the reactions could be finished in one-pot, which exempts removing template and reduces reaction steps compared to the conventional process. The morphology, structure, particle size distribution, chemical composition and optical property of OMC-SiO2 nanoparticles were characterized by scanning electron microscopy(SEM), transmission electron microscopy(TEM), dynamic light scattering(DLS), FTIR spectrometry and UV absorption spectrometry, respectively. Experiment results indicate that the resulting OMC-SiO2 nanoparticles were perfectly spherical with smooth particle surfaces, and had clear core-shell structures. The particle size could be tuned by altering reaction conditions. In addition, the mechanism of the self-templating method for forming core-shell nanoparticles was discussed. 展开更多
关键词 NANOPARTICLE SILICA Octylmethoxycinamate(OMC) core-shell structure Self-templating method
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Research on the strength detection methods of railway tunnel linings
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作者 Weiyi Yang 《Railway Sciences》 2025年第5期638-646,共9页
Purpose–For the commonly used concrete mix for railway tunnel linings,concrete model specimens were made,and springback and core drilling tests were conducted at different ages.The springback strength was measured to... Purpose–For the commonly used concrete mix for railway tunnel linings,concrete model specimens were made,and springback and core drilling tests were conducted at different ages.The springback strength was measured to the compressive strength of the core sample with a diameter of 100mm and a height-to-diameter ratio of 1:1.By comparing the measured strength values,the relationship between the measured values under different strength measurement methods was analyzed.Design/methodology/approach–A comparative test of the core drilling method and the rebound method was conducted on the side walls of tunnel linings in some under-construction railways to study the feasibility of the rebound method in engineering quality supervision and inspection.Findings–Tests showed that the rebound strength was positively correlated with the core drill strength.The core drill test strength was significantly higher than the rebound test strength,and the strength still increased after 56 days of age.The rebound method is suitable for the general survey of concrete strength during the construction process and is not suitable for direct supervision and inspection.Originality/value–By studying the correlation of test strength of tunnel lining concrete using two methods,the differences in test results of different methods are proposed to provide a reference for the test and evaluation of tunnel lining strength in railway engineering. 展开更多
关键词 Tunnel lining CONCRETE STRENGTH Rebound method core drilling method
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Calculation of the Coupling Coefficient of Twin-Core Fiber Based on the Supermode Theory with Finite Element Method 被引量:1
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作者 Tianhao Zhao Wenhua Ren +1 位作者 Tingya Yin Fan Wang 《Optics and Photonics Journal》 2021年第8期402-411,共10页
<div style="text-align:justify;"> Currently, coupled mode theory (CMT) is widely used for calculating the coupling coefficient of twin-core fibers (TCFs) that are used in a broad range of important app... <div style="text-align:justify;"> Currently, coupled mode theory (CMT) is widely used for calculating the coupling coefficient of twin-core fibers (TCFs) that are used in a broad range of important applications. This approach is highly accurate for scenarios with weak coupling between the cores but shows significant errors in the strong coupling scenarios, necessitating the use of a more accurate method for coupling coefficient calculations. Therefore, in this work, we calculate the coupling coefficients of TCFs using the supermode theory with finite element method (FEM) that has higher accuracy than CMT, particularly for the strong coupling TCF. To investigate the origin of the differences between the results obtained by these two methods, the modal field distributions of the supermodes of TCF are simulated and analyzed in detail. </div> 展开更多
关键词 Coupling Coefficient Twin-core Fiber Supermode Theory Finite Element method Coupled Mode Theory
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Analysis of the special hollow-core photonic crystal fibre by finite element method 被引量:2
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作者 孟佳 侯蓝田 +3 位作者 周桂耀 高飞 苑金辉 魏东宾 《Chinese Physics B》 SCIE EI CAS CSCD 2008年第10期3779-3784,共6页
Two kinds of fabricated hollow-core photonic crystal fibres (HC-PCFs) arc studied using finite element method (FEM) because the structures of the fibres are special, Normalized transmission spectra and transverse ... Two kinds of fabricated hollow-core photonic crystal fibres (HC-PCFs) arc studied using finite element method (FEM) because the structures of the fibres are special, Normalized transmission spectra and transverse intensity distribution of the modes are calculated and measured. And the dispersion characteristics of these two kinds of HC- PCFs were analysed from 400 nm to 800 nm. Simulated and measured results show that the special structure could affect the properties of HC-PCFs, By comparing the simulated values with the measured results, it can be clarified that FEM is feasible and accurate for analysing photonic crystal fibres whose structures are irregular and complex. 展开更多
关键词 hollow-core photonic crystal fibre normalized transmission spectrum DISPERSION finite element method
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The Akp-Btk value method and the resultsfor the retrieval of the parameters of the Earth's free core nutation 被引量:1
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作者 雷湘鄂 贾民育 李辉 《Acta Seismologica Sinica(English Edition)》 CSCD 2000年第3期342-350,358,共10页
The rotation of the Earth's liquid core creates the Nearly Diurnal Free Wobble (NDFW). It is one of the problems of researching the Earth's liquid core for us to retrieve the parameters of the Earth's Free... The rotation of the Earth's liquid core creates the Nearly Diurnal Free Wobble (NDFW). It is one of the problems of researching the Earth's liquid core for us to retrieve the parameters of the Earth's Free Core Nutation (FCN),from the Earth's liquid core resonance of gravity tide waves on the diurnal frequency band. Since 1987, some scientists in many different countries have come to calculate the parameters of FCN by using the observational data of gravity tide waves on the diumal frequency band. They basically followed the Stacking method, which needed five diurnal waves for the resolution. In this paper, authors introduced the Aky-Btk value method with clearly geometrical meaning as a new method, which only requires three very high signal-noise-ratio waves o1, K1 and P1 for the resolution. Authors chose the observational data of the three superconducting gravimeter stations respectively located in Cantley of Canada, Wuhan of China and Brussels of Belgium, to compute the parameters of FCN. It was the first time that the observational results of the parameters of FCN obtained from gravitational tide were in accord with the parameters of FCN gained from VLBI since 1987. 展开更多
关键词 Earth's liquid core resonance of gravity tide (LCR) parameters of Earth's free core nutation triangle of LCR Akp-Btk value method
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平衡单元的核心动因和关键要素分析
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作者 刘秋华 李铭钦 《电网技术》 北大核心 2026年第1期168-177,共10页
随着我国新能源的快速发展,电力系统面临平衡成本攀升与灵活调节能力不足的双重挑战,亟需探索新的平衡机制。德国电力市场通过独特的平衡单元模式设计,有效降低了平衡成本并提升了新能源消纳水平,为全球电力市场的发展提供了宝贵经验。... 随着我国新能源的快速发展,电力系统面临平衡成本攀升与灵活调节能力不足的双重挑战,亟需探索新的平衡机制。德国电力市场通过独特的平衡单元模式设计,有效降低了平衡成本并提升了新能源消纳水平,为全球电力市场的发展提供了宝贵经验。文章深入研究德国平衡单元模式的核心动因和关键要素,通过加权聚类和熵权法分析,根据聚类结果将平衡单元的发展划分为3个阶段:市场机制与政策转型期、新能源高速发展期、技术深度创新期。通过对平衡单元不同发展阶段的核心动因进行深入剖析,揭示了该模式在不同历史阶段的适应性变化,并识别出新能源波动性、市场机制和调节资源灵活性等关键要素。通过对德国经验的分析,探讨了我国在新能源消纳和电力平衡机制改革中的需求与条件,提出了我国在当前阶段可以借鉴的策略和建议,可为我国创新电力电量平衡机制提供理论支持。 展开更多
关键词 平衡单元 电力市场 电力电量平衡 熵权法 加权聚类算法 核心动因 关键要素
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Comparing Two Methods for Measuring Soil Bulk Density and Moisture Content 被引量:2
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作者 Jalal D. Jabro William B. Stevens William M. Iversen 《Open Journal of Soil Science》 2020年第6期233-243,共11页
<span style="font-family:Verdana;">Soil bulk density and moisture content are dynamic properties that vary with changes in soil and field conditions and have many agricultural, hydrological and environ... <span style="font-family:Verdana;">Soil bulk density and moisture content are dynamic properties that vary with changes in soil and field conditions and have many agricultural, hydrological and environmental implications. The main objective of this study was to compare between a soil core sampling method (core) and the CPN MC-3 Elite<span style="white-space:nowrap;"><sup>TM</sup></span> nuclear gauge method (radiation) for measuring bulk density (<span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"></span><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span>) and volumetric moisture content (<span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>θ<span style="font-size:10.9091px;">v</span></i></span></span></i></span>) in a clay loam soil. Soil <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> and <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"></span><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>θ<span style="font-size:10.9091px;">v</span></i></span></span></i></span> measurements were determined using the core and radiation methods at 0 - 10 and 10 - 20 cm soil depths. The mean values of soil <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> obtained using the core method (1.454, 1.492 g<span style="color:#4F4F4F;font-family:" font-size:14px;white-space:normal;background-color:#f7f7f7;"="">·</span>cm<span style="white-space:nowrap;"><sup>&minus;3</sup></span>) were greater than those obtained using the radiation method (1.343, 1.476 g<span style="color:#4F4F4F;font-family:" font-size:14px;white-space:normal;background-color:#f7f7f7;"="">·</span>cm<span style="white-space:nowrap;"><sup>&minus;3</sup></span>) at the 0 - 10 and 10 - 20 cm depths, respectively. Mean <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> and <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>θ<span style="font-size:10.9091px;">v</span></i></span></span></i></span> values averaged across both depths (referred to as the 0 - 20 cm depth) measured by the core method were 4.47% and 22.74% greater, respectively, than those obtained by the radiation method. The coefficients of variation (CV) of soil <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"></span><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> values measured by the core method were lower than the CV values of those measured by the radiation method at both depths;however, the CV’s of <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> values for both methods were larger at the 0 - 10 cm depth than those measured at the 10 - 20 cm depth. Similarly, the CV values of soil <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>θ<sub>v</sub></i></span></span></i></span> values measured by the core method were lower than the CV values of those measured by the radiation method at both depths. There were significant differences between two methods in terms of <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> and <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>θ<sub>v</sub></i></span></span></i></span>, with the core method generating greater values than the radiation method at the 0 - 20 cm depth. These discrepancies between the two methods could have resulted from soil compaction and soil disturbance caused by the core and radiation techniques, respectively, as well as by other sources of error. Nevertheless, the core sampling method is considered the most common one for measuring <span style="white-space:nowrap;"><i><span style="font-family:Verdana;white-space:normal;"><span style="white-space:nowrap;"><i>ρ<sub>B</sub></i></span></span></i></span> for many agricultural, hydrological and environmental studies in most soils.</span> 展开更多
关键词 SOIL Bulk Density Moisture Content core method Radiation method
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碱式硫酸镁水泥混凝土CFG桩现场试验与验证
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作者 郭城 张志峰 +2 位作者 马驰原 黄晨 张孝彬 《广州建筑》 2026年第1期102-106,共5页
水泥粉煤灰碎石桩(CFG桩)在软土地基处理中应用广泛,但其常规胶凝材料普通硅酸盐水泥属于高碳胶凝材料,不符合当前低碳发展理念。基于现状研究情况,本研究提出采用低碳型柠檬酸改性碱式硫酸镁水泥混凝土(BMSCC)替代传统硅酸盐水泥混凝土... 水泥粉煤灰碎石桩(CFG桩)在软土地基处理中应用广泛,但其常规胶凝材料普通硅酸盐水泥属于高碳胶凝材料,不符合当前低碳发展理念。基于现状研究情况,本研究提出采用低碳型柠檬酸改性碱式硫酸镁水泥混凝土(BMSCC)替代传统硅酸盐水泥混凝土,并将其用于软基CFG桩的工程中开展可行性分析与初步验证。经室内配合比试验,确定了BMSC占比为20%的BMSCC配合比,测得28 d标准养护强度值为24.7 MPa。在此基础上,于天天高速公路铜陵段软土路基中分别设置了试验段与原设计对比段,进行CFG桩单桩复合地基静载荷试验与钻芯法强度试验。试验段桩单桩复合地基承载力特征值达180 kPa,桩身芯样强度代表值达22.6 MPa及25.8 MPa,与标准养护强度值24.7 MPa基本吻合,以上均满足原设计要求。试验结果表明试验段桩型的静载p-s曲线呈缓变型,桩-土协同工作良好,成桩工艺具有良好的强度稳定性和适应性。本次应用成功采用了BMSC占比为20%的配合比,虽然高于传统水泥7.64%的占比,但证实了其应用于软基CFG桩工程的可靠性,并揭示了通过参考已有研究成果进一步优化配比、降低成本的巨大潜力,为低碳地基处理提供了新的技术路径。 展开更多
关键词 碱式硫酸镁水泥混凝土 CFG桩 静载荷试验 钻芯法
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共封装微胶囊的制备及其在食品领域中应用研究进展
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作者 马毓杰 刘泽辰 +2 位作者 钱虹羽 王怡欣 刘雁红 《食品工业科技》 北大核心 2026年第4期461-469,共9页
在功能性食品领域,对多种活性物质协同作用的需求推动了共封装技术的发展。该技术通过将两种或多种成分封装于同一微胶囊,在保护芯材的同时,构建具有协同功能的共封装体系,有效提升成分稳定性、掩蔽异味并增强生物利用度。本文系统综述... 在功能性食品领域,对多种活性物质协同作用的需求推动了共封装技术的发展。该技术通过将两种或多种成分封装于同一微胶囊,在保护芯材的同时,构建具有协同功能的共封装体系,有效提升成分稳定性、掩蔽异味并增强生物利用度。本文系统综述了共封装微胶囊的制备方法,如乳化法、复凝聚法、喷雾干燥法等。乳化法操作简便但是均质后乳液粒径不均,工业生产难以控制;复凝聚加工条件温和,但有机固化剂的毒性限制在食品中的应用;喷雾干燥适合工业生产但会破坏热敏性成分。此外,本文还讨论壁材类型的优劣,以及活性成分(维生素、脂质、多酚、益生菌)共封装体系的应用研究进展。当前该领域面临制备效率提升、载药量优化、规模化生产稳定性保障,以及活性物质协同作用机制解析等挑战。未来需进一步优化制备工艺与壁材配方,深入探究活性物质互作机制,并通过人体验证推动其产业化应用。本综述为多功能微胶囊设计及食品活性成分高效递送提供了理论依据与实践指导。 展开更多
关键词 微胶囊 共封装 制备方法 壁材 芯材
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护士肠内营养护理核心能力评价指标体系的构建
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作者 仝梅梅 孙波 +2 位作者 尉喜燕 郑艳 徐莉 《齐鲁护理杂志》 2026年第3期31-36,共6页
目的:构建一套适合临床一线护士的肠内营养(EN)护理核心能力评价指标体系,为医疗机构评价护士的EN护理核心能力、制订培训目标及培训方案提供理论依据。方法:通过总结经验、文献回顾、头脑风暴、小组讨论等方法形成护士EN护理核心能力... 目的:构建一套适合临床一线护士的肠内营养(EN)护理核心能力评价指标体系,为医疗机构评价护士的EN护理核心能力、制订培训目标及培训方案提供理论依据。方法:通过总结经验、文献回顾、头脑风暴、小组讨论等方法形成护士EN护理核心能力评价指标体系初稿,2024年12月—2025年2月,对来自7个地区的27名专家进行2轮函询,层次分析法确定各级指标权重。结果:第1轮函询有效问卷回收率为96.30%,第2轮函询有效问卷回收率为96.15%。最终形成了一套含有7个一级指标、19个二级指标及64个三级指标的体系。结论:构建的护士EN护理核心能力评价指标体系具有较好的科学性和可靠性,可作为医疗机构评价护士EN护理核心能力、制订培训目标及培训方案的理论依据。 展开更多
关键词 肠内营养 护士 核心能力 指标体系 德尔菲法
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砂岩铀矿原状岩心中铀的迁移模拟研究
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作者 贺桂成 覃汉 +5 位作者 扶海鹰 戴翔 杨知蔓 连檬 李金欣 王睿 《原子能科学技术》 北大核心 2026年第2期273-282,共10页
为评估CO_(2)+O_(2)地浸铀矿山退役后铀在砂岩含水层中的迁移规律及污染风险,需要研究铀在原状砂岩岩心中的迁移行为。鉴于直接开展岩心迁移实验存在困难,本研究通过砂岩颗粒的等温与动力学吸附实验获取吸附参数,结合格子Boltzmann方法(... 为评估CO_(2)+O_(2)地浸铀矿山退役后铀在砂岩含水层中的迁移规律及污染风险,需要研究铀在原状砂岩岩心中的迁移行为。鉴于直接开展岩心迁移实验存在困难,本研究通过砂岩颗粒的等温与动力学吸附实验获取吸附参数,结合格子Boltzmann方法(LBM)与三维CT数字岩心,建立了原状岩心中铀迁移的数值模型,并与岩心迁移实验进行了对比验证。结果表明,HCO_(3)^(-)对铀的吸附容量有显著影响;在含/不含HCO_(3)^(-)条件下,吸附行为均符合Langmuir等温模型与准二级动力学模型,拟合R^(2)均高于0.97。基于D3Q19-LBM模型和吸附参数,在三维数字岩心中模拟铀迁移,结果表明,该模型能较好地再现岩心实验规律,说明在原状岩心尺度下,铀迁移仍遵循颗粒尺度吸附机制。本模型可有效替代复杂岩心实验,为含水层中铀迁移评估提供理论依据和技术支撑。 展开更多
关键词 砂岩铀矿 铀迁移 格子BOLTZMANN方法 原状岩心 等温吸附
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基于NECP-Bamboo软件的JRR-3M研究堆板状元件堆芯计算分析研究
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作者 于宾跃 袁安民 《核动力工程》 北大核心 2026年第1期33-40,共8页
板状元件堆芯具有燃料富集度高、堆芯尺寸小、可移动吸收体多、堆芯非均匀性强、中子泄漏强等特点,目前采用的基于组件均匀化和中子扩散理论的传统“三步法”或“两步法”计算精度不足。本文采用NECP-Bamboo2.0软件,实现了对板状元件堆... 板状元件堆芯具有燃料富集度高、堆芯尺寸小、可移动吸收体多、堆芯非均匀性强、中子泄漏强等特点,目前采用的基于组件均匀化和中子扩散理论的传统“三步法”或“两步法”计算精度不足。本文采用NECP-Bamboo2.0软件,实现了对板状元件堆芯的中子学-热工水力-燃耗-临界的模拟。利用该程序计算了JRR-3M研究堆问题,并与控制棒价值、中子通量密度分布测量值进行了比较。结果表明:NECPBamboo2.0中子群共振自屏计算可适用于不同燃耗深度、控制棒材料和燃料富集度问题,可将有效增殖系数(k_(eff))计算误差从超过300pcm(1pcm=10^(-5))降至100pcm以内,重要核素截面的误差小于2%。说明该计算平台可靠,对板状元件堆的经济性和安全性具有重要意义。 展开更多
关键词 NECP-Bamboo软件 JRR-3M研究堆 板状元件堆芯 子群方法 细网均匀化
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堆外核测量系统涂硼正比计数器中子灵敏度测试
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作者 钟军 杨毓枢 +1 位作者 王旭 任敏 《核电子学与探测技术》 北大核心 2026年第2期182-186,共5页
涂硼正比计数器对热中子灵敏度高,常用于反应堆启堆阶段源量程中子注量率测量。本文建立了一套中子灵敏度测试装置,采用^(241)Am-Be中子源,经慢化后得到用于测试的中子辐射场。该装置的慢化结构采用蒙特卡洛程序MCNP计算,中子注量率分... 涂硼正比计数器对热中子灵敏度高,常用于反应堆启堆阶段源量程中子注量率测量。本文建立了一套中子灵敏度测试装置,采用^(241)Am-Be中子源,经慢化后得到用于测试的中子辐射场。该装置的慢化结构采用蒙特卡洛程序MCNP计算,中子注量率分布采用金活化法测量。利用该装置对涂硼正比计数器灵敏度进行测试,得到中子灵敏度平均值为2.47 cm^(2),不同测试位置结果与平均值最大偏差为3.6%。测试结果表明,采用同位素中子源建立辐射场,用于实验室涂硼正比计数器灵敏度测试的方法具备可行性。 展开更多
关键词 堆外核测量系统 涂硼正比计数器 金活化法 中子灵敏度
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建筑工程钻芯法检测技术的实际应用研究
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作者 杨贵盛 《工程建设与设计》 2026年第3期141-143,共3页
结合某框架结构办公楼项目,系统探究钻芯法在该主体结构混凝土强度及内部检测评估中的应用要点。按照结构类型规划各结构的钻芯位置后,钻取框架梁、柱、楼板的混凝土芯样,对获取的170个有效芯样进行抗压试验与强度计算。研究表明,钻芯... 结合某框架结构办公楼项目,系统探究钻芯法在该主体结构混凝土强度及内部检测评估中的应用要点。按照结构类型规划各结构的钻芯位置后,钻取框架梁、柱、楼板的混凝土芯样,对获取的170个有效芯样进行抗压试验与强度计算。研究表明,钻芯法凭借结果直观、数据可靠的优势,能直接反映混凝土实体强度与内部质量。 展开更多
关键词 建筑工程 混凝土结构 钻芯法 抗压强度 加载试验
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俄初山隧道正洞分段分工法开挖方法研究
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作者 王磊 李道伟 +1 位作者 杜杭 宁恒 《科技创新与应用》 2026年第2期141-144,共4页
该文通过对俄初山隧道施工实践的分析,探讨不同围岩条件下采用的开挖技术和支护措施。特别是在Ⅴ级围岩段,采用环形开挖预留核心土法与台阶法相结合的方式,以确保隧道的稳定性与安全性。通过多层次的支护技术及精准施工方案,避免围岩坍... 该文通过对俄初山隧道施工实践的分析,探讨不同围岩条件下采用的开挖技术和支护措施。特别是在Ⅴ级围岩段,采用环形开挖预留核心土法与台阶法相结合的方式,以确保隧道的稳定性与安全性。通过多层次的支护技术及精准施工方案,避免围岩坍塌等问题。隧道的开挖方法、支护设计和施工监控的结合,实现高效且安全的施工过程。该文总结的施工经验与方法可为今后类似隧道工程提供技术支持。研究表明,环形开挖预留核心土法在复杂地质条件下具有显著的优势。 展开更多
关键词 偏压隧道 开挖技术 环形开挖 核心土法 支护措施
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钻芯法及井中电视试验法在缺陷桩判定中的应用
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作者 杨永亮 《绿色建造与智能建筑》 2026年第2期106-109,共4页
钻芯法与井中电视法是检测混凝土灌注桩成桩质量的有效手段,二者结合可显著提升缺陷桩判定的准确性与可靠性。钻芯法通过提取混凝土芯样,直接检测桩长、桩身强度、桩底沉渣厚度及桩端岩土性状,但其钻孔过程可能影响孔壁清晰度。井中电... 钻芯法与井中电视法是检测混凝土灌注桩成桩质量的有效手段,二者结合可显著提升缺陷桩判定的准确性与可靠性。钻芯法通过提取混凝土芯样,直接检测桩长、桩身强度、桩底沉渣厚度及桩端岩土性状,但其钻孔过程可能影响孔壁清晰度。井中电视法利用高精度拍摄探头对孔壁进行360°全方位观测,通过清水洗孔和明矾沉淀技术优化成像环境,生成清晰的圆柱图、平面展开图及岩心影像,弥补钻芯法在桩身连续性及缺陷定位方面的不足。本次检测综合钻芯法获取的芯样特征、桩长数据、沉渣厚度与井中电视的孔壁影像,实现了对桩身完整性类别的精准判定。研究表明,两种方法协同应用可有效识别桩身裂缝、离析、缩颈等缺陷,为缺陷桩的评估与处理提供科学依据,具有较高的工程实践价值。 展开更多
关键词 钻芯法 井中电视法 桩身完整性 缺陷判定
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桥梁旋挖灌注桩水平裂缝检测探讨
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作者 余小龙 《广东建材》 2026年第2期60-62,78,共4页
本文以珠海某项目桥梁桩基检测为例,对比分析声波透射法、钻芯法、孔内摄像法及单桩水平静载试验的检测效果,探讨了各类方法在水平裂缝检测中的差异性。建议通过孔内摄像法与水平静载试验相结合的方式检测水平裂缝,以综合评估桥梁桩基... 本文以珠海某项目桥梁桩基检测为例,对比分析声波透射法、钻芯法、孔内摄像法及单桩水平静载试验的检测效果,探讨了各类方法在水平裂缝检测中的差异性。建议通过孔内摄像法与水平静载试验相结合的方式检测水平裂缝,以综合评估桥梁桩基在水平静载作用下的工作性能。 展开更多
关键词 水平裂缝 声波透射法 钻芯法 孔内摄像 单桩静载试验
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