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Correlation between crystallite size–optical gap energy and precursor molarities of ZnO thin films 被引量:2
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作者 S.Benramache O.Belahssen +1 位作者 A.Guettaf A.Arif 《Journal of Semiconductors》 EI CAS CSCD 2014年第4期21-24,共4页
We investigated the structural and optical properties of ZnO thin films as an n-type semiconductor. The films were deposited at different precursor molarities using an ultrasonic spray method. In this paper we focused... We investigated the structural and optical properties of ZnO thin films as an n-type semiconductor. The films were deposited at different precursor molarities using an ultrasonic spray method. In this paper we focused our attention on a new approach describing a correlation between the crystallite size and optical gap energy with the precursor molarity of ZnO thin films. The results show that the X-ray diffraction (XRD) spectra revealed a preferred orientation of the crystallites along the c-axis. The maximum value of the crystallite size of the films is 63.99 nm obtained at 0.1 M. The films deposited with 0.1 M show lower absorption within the visible wavelength region. The optical gap energy increased from 3.08 to 3.37 eV with increasing precursor molarity of 0.05 to 0.1 M. The correlation between the structural and optical properties with the precursor molarity suggests that the crystallite size of the films is predominantly influenced by the band gap energy and the precursor molarity. The measurement of the crystallite size by the model proposed is equal to the experimental data. The minimum error value was estimated by Eq. (4) in the higher crystallinity. 展开更多
关键词 ZNO thin films CORRELATION crystallite size precursor molarity
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Alkali activated slag-fly ash concrete incorporating precious slag as fine aggregate for rigid pavements 被引量:3
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作者 Avinash Talkeri A.U.Ravi Shankar 《Journal of Traffic and Transportation Engineering(English Edition)》 EI CSCD 2022年第1期78-92,共15页
This study aims to develop the alkali activated slag-fly ash concrete(AASFC) using precious slag(PS) ball as the fine aggregate. The slag-fly ash proportion, sodium silicate/sodium hydroxide(SS/SH) ratio and sodium hy... This study aims to develop the alkali activated slag-fly ash concrete(AASFC) using precious slag(PS) ball as the fine aggregate. The slag-fly ash proportion, sodium silicate/sodium hydroxide(SS/SH) ratio and sodium hydroxide concentration are the prime variables. The fresh concrete properties like workability, setting time and the hardened concrete properties of AASFC developed under ambient curing were analyzed and similar way by replacing with fly ash(FA). The sodium hydroxide concentration of 8 M, 10 M and 12 M, SS/SH ratio of 1.0, 1.5 and 2.0, alkaline liquid to binder ratio of 0.35 and variation in slag-fly ash proportion as major inputs for mix design. The test results showed that, the fresh state of AASFC blend has a shorter setting time of 12-16 min, because of calcium mineral from the FA, the workability and setting time of AASFC mix was enhanced by the addition of the trisodium phosphate as a retarder. At the higher SS/SH extent, the workability and setting time exaggerated, whereas the increased FA content and sodium hydroxide concentration had a greater influence on the fresh state of concrete. Also, the sodium hydroxide concentration, SS/SH ratio and slag-fly ash proportion are the most inducing parameters on the workability, setting time and strength parameters of AASFC. 展开更多
关键词 Road engineering Slag-fly ash proportion SS/SH ratio molarity AASFC PS ball
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Statistical Modelling of Ultrasonic Pulse Velocity of Fly Ash Based Geopolymer Mortar using Response Surface Methodology
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作者 Muhammad Zahid Nasir Shafiq Muhammad Ali 《Journal of Architectural Environment & Structural Engineering Research》 2019年第4期11-17,共7页
The fly ash based geopolymer has emerged as a capable and sustainable binder material in construction industry.Ultrasonic pulse velocity(UPV)method is a non-destructive technique for investigating the mechanical perfo... The fly ash based geopolymer has emerged as a capable and sustainable binder material in construction industry.Ultrasonic pulse velocity(UPV)method is a non-destructive technique for investigating the mechanical performance of concrete.Experimental investigation was performed for studying the effect of NaOH Molarity,Na2SiO3/NaOH and curing temperature on the ultrasonic pulse velocity of geopolymer mortar.Experiments were designed based on central composite design(CCD)technique of response surface methodology(RSM).Statistical model was developed and statistically validated and found significant as the difference between adjustable R-squared and predicted R-squared less than 0.2.Finally,the optimized mix proportion was assessed for maximized value of UPV.Experimental validation on the optimized mix reveals the close agreement between experimental and predicted values of UPV with significance level of more than 95%.The proposed technique improves the yield,the reliability of the product and the processes. 展开更多
关键词 GEOPOLYMER Fly ash NaOH molarity Na2SiO3/NaOH Curing temperature Ultrasonic pulse velocity Response surface methodology OPTIMIZATION
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两种常用方法测定土壤斥水性结果的相关性研究 被引量:39
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作者 吴延磊 李子忠 龚元石 《农业工程学报》 EI CAS CSCD 北大核心 2007年第7期8-13,共6页
土壤斥水性不利于农业生产和环境的可持续性发展,引起了很多土地利用问题。为了合理地选择土壤斥水特性的测定方法,该文采用常用的滴水穿透时间法与酒精溶液入渗法两种方法测定了内蒙古锡林浩特羊草草原土壤的斥水性,并分析了两种方法... 土壤斥水性不利于农业生产和环境的可持续性发展,引起了很多土地利用问题。为了合理地选择土壤斥水特性的测定方法,该文采用常用的滴水穿透时间法与酒精溶液入渗法两种方法测定了内蒙古锡林浩特羊草草原土壤的斥水性,并分析了两种方法的相关性。结果表明:两种方法测定的土壤斥水性具有较强的相关性,在一定范围内可以通过文中提出的多项式进行转换,并获得了中度斥水性等级以下的酒精溶液入渗法的土壤斥水性等级指标。 展开更多
关键词 土壤斥水性 滴水穿透时间法 酒精溶液入渗法
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盐酸骆驼蓬碱解离常数的等摩尔浓度分光光度法测定 被引量:8
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作者 王长虹 孙殿甲 《中国医药工业杂志》 CAS CSCD 北大核心 2002年第11期558-559,共2页
根据等摩尔浓度分光光度法测定酸碱解离常数的原理 ,采用紫外分光光度法测定盐酸骆驼蓬碱的解离常数(p K a)。实验测得盐酸骆驼蓬碱的解离常数为 7.6 7± 0 .10 ,RSD1.30 %。方法结果可靠 。
关键词 盐酸骆驼蓬碱 解离常数 等摩尔浓度分光光度法
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玛纳斯河流域土壤斥水性及其影响因素 被引量:6
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作者 王亦尘 李毅 肖珍珍 《应用生态学报》 CAS CSCD 北大核心 2016年第12期3769-3776,共8页
土壤斥水性(SWR)阻碍入渗及再分布过程.虽然斥水土壤在世界广泛存在,但其产生机理并不明确.本文采用滴水穿透时间(WDPT)法、酒精摩尔浓度(MED)法和接触角(θ)法测定了新疆玛纳斯河流域典型土壤的SWR指标,其中θ的测定采用高度法和质量法... 土壤斥水性(SWR)阻碍入渗及再分布过程.虽然斥水土壤在世界广泛存在,但其产生机理并不明确.本文采用滴水穿透时间(WDPT)法、酒精摩尔浓度(MED)法和接触角(θ)法测定了新疆玛纳斯河流域典型土壤的SWR指标,其中θ的测定采用高度法和质量法.对WDPT是否受烘干及不同容重的影响进行对比,探讨各SWR指标之间的联系,并分析了SWR的关键理化性质影响因子,探讨土壤斥水的机理和原因.结果表明:高容重土壤的WDPT值更大,烘干土壤的WDPT值比风干土壤大;3种SWR指标(WDPT、MED及θ)之间有一定的相关关系,但MED与θ的相关性并不明显,表明各SWR指标之间虽有一定联系,但表征方面具有差异性;采用高度法和质量法测量水与土壤的θ值时,高度法的θ值大于质量法,高度法之间重复差异小于质量法;使用正辛烷作为参比溶液测量水与土壤的θ值时,其重复的差异较小,低于无水乙醇;在多种理化性质中,黏粒含量比其他土壤属性更显著地影响WDPT和θ;[K^+]、[Na^+]均与θ呈正相关;蒙脱石含量与WDPT、MED呈负相关.综上,土壤SWR的测定方法中,WDPT法操作简单但易受影响;MED法缩短了入渗时间但试验过程耗时;接触角法操作复杂,结果相对精确,采用正辛烷作为参比溶液的高度法更可靠.建议采用多种指标综合表征土壤斥水性. 展开更多
关键词 土壤斥水性 滴水穿透时间法 酒精摩尔浓度法 接触角 土壤理化性质
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等摩尔连续变化法测定瓜环包结配合物的包结比 被引量:3
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作者 曾启华 《遵义师范学院学报》 2006年第2期50-52,共3页
讨论了等摩尔连续变化法测定瓜环包结配合物包结比的理论依据,并利用紫外吸收光谱和荧光光谱测定了七、八元瓜环(Q [7],Q[8])与α-萘胺(q1)、β-萘胺(q1)两种异物体相互作用形成包结配合物的包结比。实验结果表明:等摩尔连续变化法较摩... 讨论了等摩尔连续变化法测定瓜环包结配合物包结比的理论依据,并利用紫外吸收光谱和荧光光谱测定了七、八元瓜环(Q [7],Q[8])与α-萘胺(q1)、β-萘胺(q1)两种异物体相互作用形成包结配合物的包结比。实验结果表明:等摩尔连续变化法较摩尔比法结果更清晰、更准确。七元瓜环与两种萘胺异构体只能形成1:1的包结,八元瓜环与苯胺两种异构体则形成1:2的包结。 展开更多
关键词 瓜环 主客体包结作用 等摩尔连续变化法 萘胺异构体
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渗透压摩尔浓度测定仪示值误差测量结果的不确定度评定 被引量:2
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作者 张宝华 郝静坤 洪钏 《化学分析计量》 CAS 2014年第1期98-100,共3页
利用国家标准物质对渗透压摩尔浓度仪器的示值误差进行了重复检测,通过建立数学模型,对示值误差测量结果不确定度进行了评定,主要包括测量重复性、标准物质、仪器分辨力引入的不确定度。当测量点为200,400,500,600,700 mOsmol/kg时,相... 利用国家标准物质对渗透压摩尔浓度仪器的示值误差进行了重复检测,通过建立数学模型,对示值误差测量结果不确定度进行了评定,主要包括测量重复性、标准物质、仪器分辨力引入的不确定度。当测量点为200,400,500,600,700 mOsmol/kg时,相对扩展不确定度分别为0.95%,1.0%,0.7%,0.6%,0.5%(k=2)。 展开更多
关键词 渗透压摩尔浓度测定仪 标准物质 示值误差 不确定度
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