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International Journal of Darshan Institute on Engineering Research & Emerging Technology最新文献

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Production and Thermal-Structural Analysis of Welding Face Shield from Plantain Fibers Reinforced Polymer Matrix Composites 车前草纤维增强聚合物基复合材料焊接护面的制备及热结构分析
Pub Date : 2022-07-15 DOI: 10.32692/ijdi-eret/11.1.2022.2205
J. Chukwuneke, O. B. Fakiyesi, V.C. Obinani, J. C. Okeke
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引用次数: 1
Sensitivity of Viscoelastic Properties of Asphalt Concrete to the Variation in Binder Content 沥青混凝土粘弹性性能对粘结剂掺量变化的敏感性
Pub Date : 2022-07-15 DOI: 10.32692/ijdi-eret/11.1.2022.2208
S. Sarsam
The variation of asphalt binder content from that of the job mix formula usually influence the viscoelastic properties of asphalt concrete mixture. In the present investigation, asphalt concrete mixtures for wearing course are prepared at ± 0.5 % of the optimum binder content. Asphalt concrete slab samples were prepared using roller compaction. Beam specimens were obtained from the slab samples and tested for viscoelastic properties after practicing long term ageing and moisture damage. The phase angle, and cumulative dissipated energy as a major viscoelastic properties were evaluated with the aid of four-points bending beam test at 20 ºC environment and under constant microstrain level of 750. It was noticed that the specimens prepared with lower than optimum binder content exhibit the higher phase angle after practicing moisture damage or long term ageing. The phase angle decline to a range of (35-15) ° and (10-26) ° for moisture damaged mixture and long term aged mixture at 5.3 % binder content. The phase angle increases to an optimum value of (46 and 54) ° for mixtures prepared with (4.3 and 5.3) % binder respectively. It was concluded that the viscoelastic properties of asphalt concrete in terms of phase angle, and cumulative dissipated energy, are greatly sensitive to the variation in binder content. It was recommended that a stringent control of binder content should be implemented in the field to enhance the viscoelastic properties of asphalt concrete throughout its service life.
沥青粘结剂掺量与工作配合比的变化通常会影响沥青混凝土混合料的粘弹性性能。在本试验中,以最佳粘结剂掺量的±0.5%配制磨损层沥青混凝土混合料。采用碾压法制备沥青混凝土板样。从板坯试样中提取梁试件,进行长期老化和湿损伤后的粘弹性性能测试。在20℃环境和恒定微应变水平为750的四点弯曲梁试验中,评估了相位角和累积耗散能作为主要粘弹性性能。结果表明,当粘结剂含量低于最佳含量时,试样在经受水分损伤或长期老化后,其相位角较高。当粘结剂含量为5.3%时,湿损混合料和长期老化混合料的相位角分别下降到(35-15)°和(10-26)°。对于分别添加(4.3)%和(5.3)%粘结剂的混合物,相位角增加到最佳值(46和54)°。研究结果表明,沥青混凝土的粘弹性性能(以相角和累积耗散能为单位)对粘结剂掺量的变化非常敏感。建议在现场严格控制粘结剂的掺量,以提高沥青混凝土在整个使用寿命期间的粘弹性。
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引用次数: 0
Analysis of MapReduce operation in Hadoop YARN and Rack-Aware Resource Management System for YARN Hadoop YARN中的MapReduce操作分析及YARN的机架感知资源管理系统
Pub Date : 2022-01-29 DOI: 10.32692/ijdi-eret/10.2.2021.2103
T. Moses, T. Badmos, R. Abdulkarim
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引用次数: 0
Diving into Linux Malware 潜入Linux恶意软件
Pub Date : 2022-01-29 DOI: 10.32692/ijdi-eret/10.2.2021.2105
Vikas Sharma
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引用次数: 0
Introduction to the Fracture Parameters and their Measurements Using Digital Image Correlation 利用数字图像相关技术测量裂缝参数
Pub Date : 2022-01-29 DOI: 10.32692/ijdi-eret/10.2.2021.2102
Sajid Mannan
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引用次数: 0
Emerging Trends of Application in Data Science Security 数据科学安全应用的新趋势
Pub Date : 2022-01-29 DOI: 10.32692/ijdi-eret/10.2.2021.2101
Dhimesh P Parmar
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引用次数: 0
A Review on the Performance of AERMOD Software for different Air Pollutant Sources under Indian Context 印度环境下不同空气污染源的AERMOD软件性能综述
Pub Date : 2022-01-29 DOI: 10.32692/ijdi-eret/10.2.2021.2104
V. Shukla, H. S. Syed, V. Shah
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引用次数: 0
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International Journal of Darshan Institute on Engineering Research & Emerging Technology
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