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Use of Graphene in Ambient-Cured Slag-Fly Ash-Based-Geopolymer Concrete 石墨烯在环境固化渣粉煤灰基地聚合物混凝土中的应用
IF 1.7 4区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.14359/51738683
Umer Sajjad, M. Sheikh, M. Hadi
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引用次数: 0
Pertinent Surface Moisture of Concrete for Water Ingress Assessment 混凝土入水评价的相关表面水分
IF 1.7 4区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.14359/51739018
Uwazuruonye Raphael Nnodim
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引用次数: 0
Flexural Behavior and Benefits of Polypropylene Fiber-Reinforced Concrete for Concrete Pavement 混凝土路面用聚丙烯纤维增强混凝土的抗弯性能及效益
IF 1.7 4区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.14359/51737294
Tsuneji Sasaki, H. Higashiyama, M. Mizukoshi
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引用次数: 0
Policy-Making Framework for Performance-Based Concrete Specifications 基于性能的混凝土规范的决策框架
IF 1.7 4区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.14359/51738457
F. Lolli, Renee T. Rios, Katelynn Schoenrock, E. Grubert, K. Kurtis
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引用次数: 0
Critical Bending Strain and Mechanical Properties of Corroded Reinforcing Bars 腐蚀钢筋的临界弯曲应变及力学性能
IF 1.7 4区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.14359/51738461
V. Calderón, M. Pour-Ghaz, M. Kowalsky
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引用次数: 0
A Framework for Determining the Direct Tensile Properties of UHPC 一种测定UHPC直接拉伸性能的框架
IF 1.7 4区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.14359/51738374
R. Bonetti, O. Bayrak, K. Folliard, T. Drimalas
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引用次数: 1
Tensile Creep of Metakaolin-Limestone Powder Ultra-High-Performance Concrete 偏高岭土-石灰石粉超高性能混凝土的拉伸蠕变研究
IF 1.7 4区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.14359/51738492
R. Bonetti, O. Bayrak, K. Folliard, T. Drimalas
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引用次数: 0
Evaluation of Sulfate Resistance of One-Part Alkali-Activated Materials Prepared by Mechanochemistry 机械化学制备的单组分碱活化材料的耐硫酸盐性能评价
IF 1.7 4区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.14359/51738491
Wenda Wu, S. Ma, Yuanda Wang, Xuefang Wang, Liwei Xu, Shi-Fu Ye
In this paper, the resistance of mechanically prepared one-part alkali-activated materials to external sulfuric acid attack was investigated by simulating realistic erosion environments in terms of sulfate type, concentration, and erosion mode. The macroscopic properties of the specimens were measured at different ages. Microscopic analyses were performed by Fourier-transform infrared spectroscopy (FTIR), X-ray diffraction (XRD), mercury intrusion porosimetry (MIP), and other techniques to obtain the effect of different erosion environments on the mechanical-force chemically prepared one-part alkali-activated materials against sulfate erosion. The study shows that the mechanical properties of the specimens showed a trend of increasing and then decreasing with the extension of erosion time. Compared with Na 2 SO 4 erosion, the erosion damage was greatest when the sulfate containing Mg 2+ was eroded in a wetting-and-drying cycle; the erosion products of Na 2 SO 4 solution coexist in the form of calcite and gypsum, while the erosion products of MgSO 4 solution mainly consist of gypsum.
本文从硫酸盐类型、浓度、侵蚀方式等方面模拟现实侵蚀环境,研究了机械制备的单组分碱活化材料对外界硫酸侵蚀的抗性。测定了不同龄期试样的宏观性能。通过傅里叶变换红外光谱(FTIR)、x射线衍射(XRD)、汞侵入孔隙度测定(MIP)等技术进行微观分析,获得不同侵蚀环境对机械力化学制备的单组分碱活化材料抗硫酸盐侵蚀的影响。研究表明,随着侵蚀时间的延长,试样的力学性能呈现先升高后降低的趋势。与na2so4侵蚀相比,含mg2 +的硫酸盐在干湿循环中侵蚀时的侵蚀损伤最大;na2so4溶液的侵蚀产物以方解石和石膏的形式共存,而mgso4溶液的侵蚀产物以石膏为主。
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引用次数: 1
Quantifying Conservativeness of Water-Soluble Chloride Testing 水溶性氯化物检测的定量保守性
IF 1.7 4区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.14359/51738499
Ahmed A. Ahmed, D. Trejo
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引用次数: 1
A Particle Packing Method for Pumpable Low-Shrinkage Flowing Concrete 可泵送低收缩流动混凝土的颗粒充填方法
IF 1.7 4区 工程技术 Q2 Engineering Pub Date : 2023-01-01 DOI: 10.14359/51738685
H. Karimi, H. Brouwers
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引用次数: 0
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