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The influence of various mineral admixtures on the shrinkage behavior of shotcrete
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作者 Bofang Zhang Zhenbo Wang 《Railway Sciences》 2026年第1期49-66,共18页
Purpose-The utilization of alkali-free accelerators,primarily based on aluminum sulfate,in shotcrete often leads to significant shrinkage and cracking,jeopardizing long-term durability.This study aims to mitigate this... Purpose-The utilization of alkali-free accelerators,primarily based on aluminum sulfate,in shotcrete often leads to significant shrinkage and cracking,jeopardizing long-term durability.This study aims to mitigate this issue by investigating the efficacy of silica fume(SF)and fly ash(FA),individually and combined,in controlling the shrinkage deformation of shotcrete.Design/methodology/approach-Shotcrete mixtures were prepared with cement partially replaced by SF,FA,or their combination(SF-FA).Aluminum sulfate was used as an accelerator.The shrinkage behavior under sealed and dry conditions was monitored.The underlying mechanisms were elucidated through hardened airvoid analysis,mercury intrusion porosimetry(MIP),and internal humidity tracking.Findings-Contrary to some previous studies,both individual and combined incorporation of mineral admixtures reduced the 28-day shrinkage.The SF-FA composite exhibited the most substantial reduction(23.72%sealed,17.76%dry),followed by SF alone(18.11%sealed)and FA alone(11.35%sealed).Mechanism analysis revealed that the admixtures refined the pore structure,reduced the volume of harmful pores,and,crucially,optimized the air-void system by increasing the population of fine bubbles.This created an internal buffering effect that alleviates capillary stress.The synergistic effect in the SF-FA group is attributed to complementary pore-filling at dual scales.Originality/value-This work demonstrates that,within an aluminum sulfate-accelerated shotcrete system,silica fume can effectively reduce shrinkage when its pore-refining effect is counterbalanced by a welloptimized micro-bubble network.It provides the first comprehensive evidence of the synergistic shrinkagereducing mechanism of SF and FA in such systems,offering a practical strategy for mix design optimization to enhance the volume stability of shotcrete. 展开更多
关键词 SHOTCRETE Alkali-free accelerator Mineral admixtures SHRINKAGE Pore structure
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Influencing factors and intervention strategies for intravenous admixture preparation errors in PIVAS:a comprehensive analysis
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作者 Gancheng Wang Lifeng Mu +3 位作者 Yawei Du Xiaohan Xu Yinchu Cheng Rongsheng Zhao 《Journal of Chinese Pharmaceutical Sciences》 2025年第12期1081-1091,共11页
This study investigated the factors contributing to intravenous admixture preparation errors(IAPEs)within Pharmacy Intravenous Admixture Services(PIVAS).A retrospective analysis was conducted on IAPEs documented in th... This study investigated the factors contributing to intravenous admixture preparation errors(IAPEs)within Pharmacy Intravenous Admixture Services(PIVAS).A retrospective analysis was conducted on IAPEs documented in the PIVAS unit of a large multi-specialty hospital in China,which houses over 2000 beds,covering the period from January 1,2015 to December 31,2022.Drug preparation records were examined using a generalized linear mixed model(GLMM)to identify both univariate and multivariate factors associated with IAPE occurrences.A total of 824 IAPE cases were recorded during the study period,yielding an overall error rate of 0.018%.Univariate analysis identified drug categories(general drugs,anti-infective drugs,and antineoplastic drugs),preparation time(workdays),and years of work experience as significant determinants(P<0.05).Multivariate analysis further confirmed that drug categories(general and antineoplastic drugs),preparation time(workdays),and work experience remained statistically significant predictors of IAPE incidence(P<0.05).IAPEs in PIVAS were influenced by multiple factors,predominantly those related to personnel and drug characteristics.Targeted interventions,informed by multivariate analysis,are essential to mitigating these errors and enhancing medication safety. 展开更多
关键词 Intravenous medication Pharmacy Intravenous admixture Service Influence factors Intravenous admixture preparation errors Generalized linear mixed model Retrospective study
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Effect of Crystalline Admixture on the Mechanical and Durability Properties of M40 Grade of Concrete
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作者 Amit Yadav Rajesh Kumar +2 位作者 Arvind Yadav Nikhil Sanjay Nighot Abhilasha Prajapati 《Journal of Building Material Science》 2025年第3期49-61,共13页
Crystalline admixtures(CA),also known as permeability reducer admixtures,are used in binder-based materials to improve concrete durability by reducing water permeability depth,increasing compressive strength,and stimu... Crystalline admixtures(CA),also known as permeability reducer admixtures,are used in binder-based materials to improve concrete durability by reducing water permeability depth,increasing compressive strength,and stimulating crack healing.The purpose of this study is to evaluate the potential of crystalline admixtures to enhance the self-healing characteristics and durability attributes of concrete and to contribute to the understanding of their role in the design of long-term efficiency and sustainability.The 28 days specimens of M40 grade concrete were prepared by adding CA and cast as 150 mm cubes,25×25×285 mm prisms and disks with a diameter of 100 mm and height of 50 mm.All samples were then tested for compressive strength,water permeability,dry shrinkage,sodium sulfate attack test,Rapid Chloride Migration Test(RCMT),and rapid chloride penetration test(RCPT)to study the behavior of incorporating crystalline admixtures in concrete.The conclusion drawn from this study was that the addition of a crystalline admixture of 0.8%resulted in an increase in the compressive strength by 7.98%and a decrease in water penetration depth through the cube by 71.5%,while the dry shrinkage of the specimen incorporated with the crystalline admixture was 65.21%less than that of the specimen without the crystalline admixture.These results substantiate the beneficial role of CA in increasing the durability of concrete through increased strength,lower permeability,and better dimensional stability,thus making crystalline admixtures beneficial for incorporation into high-performance concrete applications. 展开更多
关键词 Crystalline admixture SELF-HEALING PERMEABILITY RCPT Construction Chemicals
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Effect of Different Admixtures on the Formation of Ettringite
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作者 LUO Mingyao MI Hongtu +4 位作者 WANG Dengbing ZHANG Yahui WU Kai XU Linglin LI Haoxin 《Journal of Wuhan University of Technology(Materials Science)》 2025年第4期1028-1036,共9页
Four typical admixtures,polycarboxylate superplasticiser(PCE),tartaric acid(TA),sorbitol and polyacrylamide(PAM),were selected to systematically investigate their regulatory mechanisms on the formation of ettringite t... Four typical admixtures,polycarboxylate superplasticiser(PCE),tartaric acid(TA),sorbitol and polyacrylamide(PAM),were selected to systematically investigate their regulatory mechanisms on the formation of ettringite through Fourier transform infrared spectroscopy,X-ray diffraction,particle size analysis and nucleation kinetic model.The experimental results indicate that the admixtures alter the formation of ettringite through physical adsorption,complexation and solution viscosity modulation without changing its chemical structure.Low concentrations of PCE inhibit size growth by forming an adsorption layer on the surface of ettringite,whereas high concentrations of PCE alter the size change of ettringite by modulating the distribution of ionic concentrations.TA significantly reduces the size of ettringite by complexing Ca^(2+).Sorbitol and PAM promote the local growth of ettringite at low concentrations,leading to larger sizes.But at high concentrations,the size growth of ettringite is inhibited due to the increase in viscosity or the enhancement of complexation.Matlab nucleation kinetic modelling further shows that the addition of admixtures enhances the initial nucleation during ettringite synthesis,with values ranging from 14.45%to 114.25%.However,the subsequent nucleation rate of ettringite is significantly affected,decreasing by 12.79%to 71.74%.The results provide a theoretical basis for the design of ettringite materials and the optimisation of the application of admixtures. 展开更多
关键词 ETTRINGITE NUCLEATION GROWTH admixture
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Crack Self-healing of Cementitious Materials with Crystalline Admixture:Evaluation Based on Permeability Performance
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作者 DUAN Longjie ZHANG Yongming 《Journal of Wuhan University of Technology(Materials Science)》 2025年第6期1660-1671,共12页
An evaluation method for self-healing capacity was designed,which includes the control of initial cracks and subsequent permeability testing.This method was employed to evaluate the self-healing behavior of mortars in... An evaluation method for self-healing capacity was designed,which includes the control of initial cracks and subsequent permeability testing.This method was employed to evaluate the self-healing behavior of mortars incorporating crystalline admixtures(CAs)under various conditions,including water immersion,limewater soaking,and wet-dry cycles,with varying CA dosages and crack widths.The experimental results indicate that cement possesses inherently self-healing capability.Limewater environments inhibits healing compared with water immersion;however,wet-dry cycles enhance the effectiveness of higher CA dosages.Increasing the CA content can not improve healing performance,and wide cracks(0.3 mm)substantially reduce the intrinsic self-healing potential of cement. 展开更多
关键词 SELF-HEALING crystalline admixture PERMEABILITY re-curing environment
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Effect of Different Mineral Admixtures on the Dry Shrinkage and Mechanical Properties of Mortar
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作者 Yanbin Zhu Yi Wu +1 位作者 Linhui Wan Xiling Zhou 《Journal of Architectural Research and Development》 2025年第2期52-59,共8页
In this paper,the effects of four different mineral ginseng materials on the mechanical properties of mortar were studied,and the results showed that high territory,fly ash,and silica fume had an inhibitory effect on ... In this paper,the effects of four different mineral ginseng materials on the mechanical properties of mortar were studied,and the results showed that high territory,fly ash,and silica fume had an inhibitory effect on the drying shrinkage of mortar,and mineral powder increased the drying shrinkage of mortar.The high territory in the mineral admixture has the best effect on the inhibition of mortar drying shrinkage.The compressive strength and flexural strength of the mortar can be improved by adding a certain amount of mineral admixture,which increases the compressive strength by about 20%-40%and the flexural strength by about 20%-30%compared with the control group,and the improvement effect difference between different components is not large. 展开更多
关键词 Mineral admixtures Dry shrinkage performance Mechanical properties Polymer mortar
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PCCP保护层砂浆尺寸效应及掺合料影响研究
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作者 罗纬邦 马小宇 +1 位作者 陆云才 周丽娜 《新疆大学学报(自然科学版中英文)》 2026年第1期82-92,共11页
预应力钢筒混凝土管(Prestressed Concrete Cylinder Pipe,PCCP)保护层砂浆的厚度通常仅为25 mm,但实验室标准砂浆试件尺寸为70.7 mm或40 mm,为在试验结果与构件真实性能之间建立有效关联,系统探究尺寸效应的影响至关重要.针对上述问题... 预应力钢筒混凝土管(Prestressed Concrete Cylinder Pipe,PCCP)保护层砂浆的厚度通常仅为25 mm,但实验室标准砂浆试件尺寸为70.7 mm或40 mm,为在试验结果与构件真实性能之间建立有效关联,系统探究尺寸效应的影响至关重要.针对上述问题,本文通过改变粉煤灰(Fly Ash,FA)和纳米二氧化硅(Nano Silica,NS)掺量,制作70.7 mm、40 mm及25 mm 3种尺寸的立方体试件,探究掺合料对PCCP保护层砂浆性能的影响,并揭示其强度随试件尺寸变化的规律.主要结论如下:首先,确定了FA(20%)与NS(3%)的最优复掺配比,其28 d力学性能与尺寸稳定性均最优.其次,砂浆强度表现出清晰的尺寸效应,即试件尺寸从70.7 mm减小至40 mm时强度升高,进一步减小至25 mm时则降低.最终,所建立的尺寸换算方程表明,换算系数随掺量呈先升后降趋势,且具有掺量依赖性,这为精确预测PCCP薄层砂浆的真实性能提供了理论依据. 展开更多
关键词 PCCP砂浆 抗压强度 尺寸效应 矿物掺合料
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Pharmacy intervention of irrational medical orders on pharmacy intravenous admixture services of outpatient and emergency departments in Fujian Provincial Hospital 被引量:6
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作者 高红瑾 王少明 +2 位作者 庄捷 陈宇星 米成 《Journal of Chinese Pharmaceutical Sciences》 CAS CSCD 2017年第4期312-316,共5页
In the present study, we aimed to analyze the irrational medical orders and evaluate the effect of pharmacy intervention on pharmacy intravenous admixture services of outpatient and emergency departments in our hospit... In the present study, we aimed to analyze the irrational medical orders and evaluate the effect of pharmacy intervention on pharmacy intravenous admixture services of outpatient and emergency departments in our hospital. The irrational medical orders of PIVAS at the outpatient and emergency departments were retrospectively analyzed in Jun. 2015. We strengthened the pharmacy intervention on irrational medical orders since July 2015. All the cases were selected by systematic sampling method. Cased studied in Jun. 2015 served as the control group, whereas those studied in Jan. 2016 served as the intervention group. The irrational rate and the irrational number of daily average were compared between the control group and intervention group. The common type of irrational outpatient and emergency intravenous orders mainly included irrational use of solvents, irrational dosing interval and inappropriate compatibility of drugs. The irrational rate was reduced from 17.4% to 3.3% (P〈0.01), and the irrational number of daily average was decreased from 5.23 to 1.00 (P〈0.01). Pharmacy intervention can reduce the irrational rate of medical orders in our hospital, which is of great significance to promote rational drug use and improve medical quality. 展开更多
关键词 Irrational medical orders Pharmacy intravenous admixture services Pharmacy intervention
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PCCP砂浆保护层耐久性能的试验方法研究进展及改进方案探讨
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作者 窦铁生 牛文龙 +1 位作者 夏世法 李萌 《混凝土与水泥制品》 2026年第2期45-50,56,共7页
预应力钢筒混凝土管(Prestressed concrete cylinder pipe,PCCP)砂浆保护层的耐久性能直接影响管道的长期安全运行,但现有试验方法大多因忽略生产工艺、内外荷载及多环境耦合作用,难以真实反映实际工程需求。通过分析PCCP砂浆保护层耐... 预应力钢筒混凝土管(Prestressed concrete cylinder pipe,PCCP)砂浆保护层的耐久性能直接影响管道的长期安全运行,但现有试验方法大多因忽略生产工艺、内外荷载及多环境耦合作用,难以真实反映实际工程需求。通过分析PCCP砂浆保护层耐久性能的影响因素,总结了4种现有PCCP砂浆保护层的耐久性能试验方法(砂浆标准试件法、砂浆内裹钢筋法、PCCP缩尺试验、PCCP原管检测)。基于此,为解决现有试验方法在成型工艺、内水压力、覆土荷载等方面存在的设计缺陷,提出了适用于PCCP缩尺试验和PCCP原管试验的装置和方法,可为PCCP耐久性能试验设计提供技术参考。 展开更多
关键词 预应力钢筒混凝土管(PCCP) 砂浆保护层 耐久性能 矿物掺合料 试验方法 改进方案
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EFFECT OF COMPOSITE MINERAL ADMIXTURES ON RESTRAINING ALKALI-SILICA REACTION 被引量:1
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作者 高培伟 卢小琳 +2 位作者 闫亚楠 董波 李小燕 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2006年第2期120-124,共5页
The expansion and micro-cracks of the mortar with composite mineral admixtures (fly ash, zeolite and slag) due to the alkali-silica reaction (ASR) are studied. Results show that composite mineral admixtures cannot... The expansion and micro-cracks of the mortar with composite mineral admixtures (fly ash, zeolite and slag) due to the alkali-silica reaction (ASR) are studied. Results show that composite mineral admixtures cannot absolutely diminish the ASR of mortar bars with the low-alkali cement and a highly reactive aggregate. But the expansion rate and the deleterious expansion of the mortar bar are mostly reduced with increasing composite mineral admixture. The influence of mineral admixtures on the fluidity of the paste and the strength of the mortar is also studied. 展开更多
关键词 composite mineral admixtures expansion and microcrack alkali-silica reaction FLUIDITY
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Preparation and activity research of ecological nano mineral admixture from rice husk charcoal 被引量:1
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作者 赵丽 郭新立 +3 位作者 葛创 郭丽萍 舒鑫 刘加平 《Journal of Southeast University(English Edition)》 EI CAS 2016年第3期368-372,共5页
The rice husk ash ( RHA) and silica ( Si02) nanoparticles are prepared from rice husk charcoal (RHC) by the methods of ventilated calcining and chemical precipitation, respectively, to remove the residual carbon... The rice husk ash ( RHA) and silica ( Si02) nanoparticles are prepared from rice husk charcoal (RHC) by the methods of ventilated calcining and chemical precipitation, respectively, to remove the residual carbon which is harmful to cement composites. The structures and morphologies of these products are investigated by the Fourier transform infrared spectroscopy, X-ray diffraction, scanning/ transmission electron microscopy and N2 adsorption- desorption analyzer. The results show that the as-produced RHA and Si02 nanoparticles exist in amorphous phase without residual carbon, and exhibit porous structures with specific surface areas of 170.19 and 248. 67 m2 /g , respectively. The micro particles of RHA are aggregated by numerous loosely packed Si02 gel particles with the diameter of 50 to 100 nm. The Si02 nanoparticles are well dispersed with the average size of about 30 nm. Both the RHA and Si02 nanoparticles can significantly reduce the conductivity of saturated Ca(OH)2 solution and increase the early strength of the cement composites. They also exhibit high pozzolanic activity, indicating that they can be used as ecological nano mineral admixtures. 展开更多
关键词 ecological nano mineral admixture rice husk charcoal (RHC) rice husk ash (RHA) Si02 nanoparticles pozzolanic activity
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静脉用药调配质量控制指标体系的构建
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作者 王干城 杜雅薇 +1 位作者 程吟楚 赵荣生 《中国药房》 北大核心 2026年第5期559-564,共6页
目的构建科学、系统的静脉用药调配质量控制指标体系,以保障患者用药安全与提升医疗服务质量。方法在文献分析和横断面调查研究基础上,初步拟定指标框架,并通过两轮德尔菲专家咨询收集意见,计算专家权威系数与肯德尔协调系数评估一致性... 目的构建科学、系统的静脉用药调配质量控制指标体系,以保障患者用药安全与提升医疗服务质量。方法在文献分析和横断面调查研究基础上,初步拟定指标框架,并通过两轮德尔菲专家咨询收集意见,计算专家权威系数与肯德尔协调系数评估一致性;最终采用层次分析法确定各指标权重并检验一致性,以构建科学、系统的静脉用药调配质量控制指标体系。结果两轮函询专家积极系数均值为95.92%,权威系数均值为0.983。第二轮函询中,一、二、三级指标的肯德尔协调系数分别为0.306、0.440、0.394,均显著高于第一轮函询的0.211、0.274、0.379。最终构建的静脉用药调配质量控制指标体系包含6个一级指标(人员、药品耗材、设施设备、流程管理、环境卫生、成效)、17个二级指标(如教育培训、结构与梯队、工作强度、药品管理、耗材管理、设施设备管理等)、44个三级指标(如人均日工作量、药学专业技术人员占比、工作能力考核合格率、工作制度考核合格率、继续教育频次与考核合格率、药品账物相符率等)。结论本研究构建的静脉用药调配质量控制指标体系具有良好权威性与科学性,可为医院静脉用药调配质量的规范化管理提供理论依据与实践工具。 展开更多
关键词 静脉用药调配 质量控制 德尔菲法 层次分析法
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生物炭辅助固化土强度性质的研究进展
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作者 何俊 左子威 +3 位作者 孙思琴 康多运 杨心语 胡晓慧 《材料导报》 北大核心 2026年第5期73-80,共8页
生物炭作为一种环保富碳材料,在改善混凝土和土壤性能方面的潜力已被认可,但作为水泥/石灰基传统固化土的辅助材料时对固化土强度的影响规律及机理仍不甚明晰,亟需系统性研究。以强度指数(SI,掺生物炭与不掺生物炭时固化土无侧限抗压强... 生物炭作为一种环保富碳材料,在改善混凝土和土壤性能方面的潜力已被认可,但作为水泥/石灰基传统固化土的辅助材料时对固化土强度的影响规律及机理仍不甚明晰,亟需系统性研究。以强度指数(SI,掺生物炭与不掺生物炭时固化土无侧限抗压强度的比值)为评价指标,剖析生物炭性质、土的类型、生物炭掺量、养护龄期等因素对强度指数的综合影响,揭示其微观作用机理。研究表明,孔隙结构发达、吸附性强的细粒木质及农业废弃物生物炭的提升强度效果更优。对于高含水率黏性土,生物炭不仅能调节水分、促进固化剂水化,还能有效填充孔隙,较高掺量下提升强度作用效果增强;对于低含水率土,生物炭发挥内养护作用,但提升强度效果有限,且存在最优掺量阈值。强度提升效果随养护龄期的增加而增强,28 d龄期SI较7 d龄期可提升约21%。这为理解生物炭在固化土中的增强机制提供了理论支撑与量化依据。未来研究应深化生物炭-固化剂-土-水体系的相互作用机制,并拓展其在复杂应力状态(静/动力学性能)及复杂环境(如干湿循环及侵蚀)下的长期耐久性评估。 展开更多
关键词 生物炭 固化土 辅助材料 强度指数 影响因素
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矿物掺合料胶结充填体强度及渗透特征
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作者 邱华富 李亮亮 +2 位作者 李宇航 王一洺 何国庆 《西安科技大学学报》 北大核心 2026年第1期115-126,共12页
在“双碳”战略背景下,工业固废资源化利用需求日益增长,矿物掺合料用于充填材料改性意义重大。文中选用钙基膨润土、矿渣粉、硅灰为矿物掺合料,制备充填材料,通过单轴压缩试验、渗透性及孔隙试验、SEM试验等,研究不同矿物掺合料对胶结... 在“双碳”战略背景下,工业固废资源化利用需求日益增长,矿物掺合料用于充填材料改性意义重大。文中选用钙基膨润土、矿渣粉、硅灰为矿物掺合料,制备充填材料,通过单轴压缩试验、渗透性及孔隙试验、SEM试验等,研究不同矿物掺合料对胶结充填体强度及渗透特征的影响。结果表明:矿渣粉对充填体强度提升效果最优,最佳掺量为40%,硅灰次之,最佳掺量为10%,膨润土最弱且存在负效应,掺量超过30%后强度下降;含矿物掺合料充填材料损伤演化分为孔隙压密、微裂隙萌生、裂隙扩展、裂隙贯通4阶段,其破坏程度从大到小依次为含膨润土的充填材料、含硅灰的充填材料、含矿渣粉的充填材料;随着膨润土、矿渣粉和硅灰含量的增加,破坏模式由剪切破坏逐渐向拉伸破坏转变;膨润土容易形成集中分布的大孔隙和裂隙网络,导致孔隙度和渗透率增大,矿渣粉通过强火山灰反应细化孔隙,从而降低渗透率,硅灰具有最优密实度,硅灰掺量大于10%后,因分散性导致局部孔隙发育;强度与孔隙度呈负相关,渗透率与孔隙度呈强正相关,强度与渗透率通过孔隙度中介形成二次负相关。研究为优化充填材料设计、合理选择矿物掺合料及提升矿山开采安全性与经济性提供了理论依据。 展开更多
关键词 胶结充填体 矿物掺合料 损伤演化 破坏特征 渗透特征
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高掺矿物掺合料C45混凝土的性能与可持续性
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作者 毛宁 贾碧胜 +2 位作者 李仁双 蒋俊 周鑫 《四川建材》 2026年第2期5-9,共5页
用矿物掺合料部分取代水泥,设计制备了C45混凝土,结合扫描电镜,探究了掺合料掺量对C45混凝土性能与微观结构的影响,并明确其经济效益和碳排放特征。结果表明,胶凝材料用量为430 k/m3,矿物掺合料掺量为60%,在控制坍落度为200 mm,扩展度为... 用矿物掺合料部分取代水泥,设计制备了C45混凝土,结合扫描电镜,探究了掺合料掺量对C45混凝土性能与微观结构的影响,并明确其经济效益和碳排放特征。结果表明,胶凝材料用量为430 k/m3,矿物掺合料掺量为60%,在控制坍落度为200 mm,扩展度为485 mm的情况下,56 d抗压强度为74.2 MPa,原材料成本可减少34元/m3,碳排放减少162 kg/m3。 展开更多
关键词 C45混凝土 碳排放 抗压强度 矿物掺合料
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静脉药物配置中公共卫生风险的识别与防控策略综述
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作者 蒋琳 张天竹 《中国药房》 北大核心 2026年第2期268-272,共5页
静脉药物配置作为临床用药供给链的核心环节,直接关联药品安全性与患者用药安全。本文梳理了静脉药物配置中处方审核、药品配制、药品管理、成品流转与追溯等实操环节的可能公共卫生风险防控难点和措施,并基于“预防-管控-应急”全链条... 静脉药物配置作为临床用药供给链的核心环节,直接关联药品安全性与患者用药安全。本文梳理了静脉药物配置中处方审核、药品配制、药品管理、成品流转与追溯等实操环节的可能公共卫生风险防控难点和措施,并基于“预防-管控-应急”全链条管理理念,提出系统性防控策略,如构建“公共卫生导向”的静脉用药调配中心管理制度体系、强化全流程风险干预措施、健全风险监测与应急响应机制、推动技术赋能、完善药师培训与人员资质管控机制等,以期构建起从“被动应对”到“主动防控”的全链条公共卫生安全体系,保障患者用药安全。 展开更多
关键词 静脉用药配置 公共卫生风险 用药安全 风险识别
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石墨尾矿砂与纤维素纤维复掺混凝土的研究进展与展望
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作者 杜帅 王正君 贾青 《广东建材》 2026年第2期172-176,共5页
本文旨在梳理石墨尾矿砂与纤维素纤维在混凝土中的应用研究进展,探讨两者复掺替代部分水泥的可行性及协同作用机制,为石墨尾矿资源化利用与绿色混凝土技术发展提供理论支撑。通过文献综述,系统分析了二者的物理化学性质、单独掺入对混... 本文旨在梳理石墨尾矿砂与纤维素纤维在混凝土中的应用研究进展,探讨两者复掺替代部分水泥的可行性及协同作用机制,为石墨尾矿资源化利用与绿色混凝土技术发展提供理论支撑。通过文献综述,系统分析了二者的物理化学性质、单独掺入对混凝土力学性能与耐久性的影响,以及复掺技术在配比优化、工程适用性等方面的研究热点,评述了现有研究的进展与不足。研究表明,10%~20%取代率的石墨尾矿砂可通过微集料填充效应提升混凝土密实度、力学性能及抗氯离子渗透能力;0.9 kg/m^(3)~1.2 kg/m^(3)掺量的纤维素纤维能通过桥接作用抑制裂缝,增强混凝土韧性与抗渗性。该复掺技术可减少水泥用量,实现固废资源化与建材绿色化双重目标,但目前在微观协同机理、通用配比设计、长期服役性能评估及纤维分散与耐碱稳定性等方面仍存在不足。 展开更多
关键词 石墨尾矿砂 纤维素纤维 复掺技术 协同机理 建材绿色化
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脱硫胶粉改性沥青再生混合料路用性能研究
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作者 娄思 叶雷 +2 位作者 张世博 谢君 吴少鹏 《武汉理工大学学报(交通科学与工程版)》 2026年第1期128-133,共6页
为研究工艺变量对废旧胶粉脱硫的影响及脱硫胶粉改性沥青再生混合料路用性能的优化,本工作在不同工艺参数下制备了脱硫胶粉及其改性沥青(CRMA).在此基础上,采用RAP代替部分天然集料,制备了脱硫胶粉改性沥青再生混合料,并通过高温车辙试... 为研究工艺变量对废旧胶粉脱硫的影响及脱硫胶粉改性沥青再生混合料路用性能的优化,本工作在不同工艺参数下制备了脱硫胶粉及其改性沥青(CRMA).在此基础上,采用RAP代替部分天然集料,制备了脱硫胶粉改性沥青再生混合料,并通过高温车辙试验、低温弯曲试验、冻融劈裂试验研究了其路用性能.结果表明:制备的脱硫胶粉改性沥青具备优越的低温性能、可加工性和贮存稳定性,但其高温性能略有下降.随着RAP替代率的增加,脱硫胶粉改性沥青再生混合料的高温稳定性能、水稳定性明显提高.推荐脱硫胶粉在沥青中掺量为20%,且RAP在沥青混合料的替代率为30%时,具有最优的路用性能. 展开更多
关键词 脱硫胶粉 RAP掺量 再生沥青混合料 路用性能
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基于正交实验的碱激发矿物掺合料透水混凝土的性能研究
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作者 杨申朋 刘芝敏 +3 位作者 吕奉丽 张爱勤 丁永玲 王首珺 《山东化工》 2026年第2期60-64,共5页
为改善透水混凝土因孔隙率高而导致的力学性能不足问题,本文采用碱激发矿物掺合料替代部分水泥,探究其对透水混凝土力学与耐久性能的影响,并基于正交实验分析了水胶比、矿渣粉掺量及碱激发剂掺量对其性能的影响规律。结果表明,碱激发剂... 为改善透水混凝土因孔隙率高而导致的力学性能不足问题,本文采用碱激发矿物掺合料替代部分水泥,探究其对透水混凝土力学与耐久性能的影响,并基于正交实验分析了水胶比、矿渣粉掺量及碱激发剂掺量对其性能的影响规律。结果表明,碱激发剂与掺合料的掺量对透水率和抗压强度均存在显著影响。综合性能最优的配比为:水胶质量比0.32、矿粉掺量40%(质量分数)、碱激发剂掺量6%(质量分数),此时28 d抗压强度达34.7 MPa,透水率为2.3 mm/s,在保证透水率满足要求的前提下,较优化前的力学性能提高了34.4%;其冻融循环耐久性实验结果为:碱激发组(3#)在100次冻融循环后质量损失率与强度损失率仅为4.31%和19.37%,较未掺碱激发体系(0#)分别降低了6.01%和21.1%,等级可达到D100。 展开更多
关键词 透水混凝土 碱激发 矿物掺合料 透水率 抗压强度 抗冻性能
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美罗培南与3种全营养混合液在Y型输液通路中的理化相容性
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作者 岳延涛 冯世杰 +4 位作者 王丽果 李元培 娄丽杰 张潇菡 赵亮 《食品与药品》 2026年第1期1-9,共9页
目的考察美罗培南与3种全营养混合液(total nutrient admixture,TNA)在Y型输液通路中的理化相容性,为临床配伍使用的合理性与可行性提供依据。方法模拟临床实际条件,在室温(25±2℃)不避光环境下,将美罗培南溶液与3种全营养混合液... 目的考察美罗培南与3种全营养混合液(total nutrient admixture,TNA)在Y型输液通路中的理化相容性,为临床配伍使用的合理性与可行性提供依据。方法模拟临床实际条件,在室温(25±2℃)不避光环境下,将美罗培南溶液与3种全营养混合液按设定输注速率经三通阀混合输注,收集混合后的配伍溶液。分别于配伍后0,1,2,4 h检测溶液的外观性状、pH值、渗透压、不溶性微粒、脂肪乳粒径大小及分布和Zeta电位,并测定美罗培南含量及其有关物质。结果4 h内,3组配伍溶液外观颜色均未发生变化,未见分层、沉淀、絮凝及挂壁现象;pH值与渗透压无明显改变,不溶性微粒数符合《中国药典》相关规定;乳粒平均粒径(MDD)、多分散指数值(PDI)及Zeta电位与TNA原液相比差异均无统计学意义(P>0.05),组内各时间点间亦无显著差异(P>0.05);在美罗培南含量方面,仅与TNA2配伍的样品在4 h内相对百分含量保持在初始浓度的95%以上;然而所有配伍样品中有关物质在4 h内均超过限度要求。结论美罗培南在TNA中降解较快,临床使用时应避免通过Y型输液通路将其与TNA混合输注。 展开更多
关键词 美罗培南 全营养混合液 肠外营养 Y型输液通路 相容性
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