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Advances in Civil Engineering Materials最新文献

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Polymers 聚合物
IF 1.4 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2021-01-01 DOI: 10.1016/b978-0-12-822865-4.00006-4
Q. Yuan, Zanqun Liu, K. Zheng, Cong Ma
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引用次数: 0
Effect of Welding Speed on the Dimensions of Bead in Tungsten Inert Gas Welding Process 焊接速度对钨惰性气体焊接中焊头尺寸的影响
IF 1.4 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2021-01-01 DOI: 10.1007/978-981-33-6029-7_42
Ajit Singh, R. P. Singh
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引用次数: 0
Hybrid Metal Matrix Composite Development by Stir Casting and Environmental Concerns 混合金属基复合材料的发展与环境问题
IF 1.4 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2021-01-01 DOI: 10.1007/978-981-33-6029-7_35
Gurpreet Singh Matharou, B. K. Bhuyan
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引用次数: 1
Built Environment for Memorisation: Enhancing the Hafazan Performances Through Learning Spatial Quality and Sitting Styles 记忆的建筑环境:通过学习空间质量和坐姿来提高哈法赞的表现
IF 1.4 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2021-01-01 DOI: 10.1007/978-981-33-6560-5_19
Nurlelawati Ab. Jalil, N. Salleh, Arita Hanim Awang, Habibah Ab. Jalil, Mohamad Nordin Ahmad, Salahuddin Ghozali, Mohamad Rahim Mohamed Abdul Rahman
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引用次数: 0
Asphalt 沥青
IF 1.4 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2021-01-01 DOI: 10.1016/b978-0-12-822865-4.00007-6
Qiang Yuan, Zanqun Liu, K. Zheng, Cong Ma
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引用次数: 0
Cement-based composites 水泥基复合材料
IF 1.4 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2021-01-01 DOI: 10.1016/B978-0-12-822865-4.00008-8
Q. Yuan, Zanqun Liu, K. Zheng, Cong Ma
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引用次数: 1
Safety Management Model During Construction Focusing on Building Information Modeling (BIM) 基于BIM的施工安全管理模型
IF 1.4 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2021-01-01 DOI: 10.1007/978-981-33-6560-5_4
B. Manzoor, I. Othman
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引用次数: 8
Analysis of Long-Term Performance and Snowmelt Capacity of Anti-Freezing Asphalt Pavement 防冻沥青路面长期性能及融雪能力分析
IF 1.4 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2020-12-17 DOI: 10.1520/acem20200026
Shujuan Wu, M. Zheng, Liu Qing, W. Zhou, Yifeng Li, Zonghui Ma
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引用次数: 4
Constraint Deformation Behavior of Sand-EPS Beads Mixture Using Discrete Element Modeling (DEM) 基于离散元建模(DEM)的砂- eps珠混合料约束变形行为
IF 1.4 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2020-12-09 DOI: 10.1520/acem20190162
Parichehr Tizpa, R. Chenari, F. Farrokhi
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引用次数: 10
Effect of Recycled Asphalt Pavement Binder on Rheology of Crumb Rubber–Modified Binder—An Experimental, Analytical, and Analogical Study 再生沥青路面粘结剂对碎橡胶改性粘结剂流变学的影响——实验、分析和类比研究
IF 1.4 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2020-10-28 DOI: 10.1520/acem20200077
Dharamveer Singh, Burhan Showkat, Shashibhushan Girimath
The popularity of recycled asphalt pavement (RAP) is on the rise because of the benefits of sustainability. In an unavoidable scenario wherein crumb rubber–modified binder (CRMB) is adopted as a base binder in RAP mixes, the binder from RAP will blend with CRMB, thereby influencing its rheology and performance at high, intermediate, and low temperature. Hence, in this study, binder extracted from two RAP sources (RAP X and RAP Y) was blended with CRMB at varying proportions of 15, 25, and 40 % by weight. Isochronal temperature sweeps, isothermal frequency sweeps, and bending beam rheometer tests were conducted on the prepared blends. Thereafter, analytical and analogical studies were performed using master curve construction, 2S2P1D, and Huet modelling. The results indicated that RAP from different sources affects the high-, intermediate-, and low-temperature performance of CRMB. Different RAPs were observed to have contrasting effects on high-temperature performance grading. Intermediate-temperature performance based on cross-over temperature (TCROSS-OVER) indicated a compromise because of the inclusion of RAPs. An evaluation of the differences among critical temperatures at low temperature (ΔTc) indicated the degradation of low-temperature performance. Such changes in high-, intermediate-, and low-temperature performances were validated by complex modulus (G*), stiffness (S(t)), and stress relaxation (E(t)) master curves. Finally, the 2S2P1D and Huet model were observed to depict reasonably good fits for the prepared blends. This study concludes that RAPs from different sources have contrasting impact on CRMB and may adversely impact the intermediate- and low-temperature performance.
由于可持续性的好处,再生沥青路面(RAP)的受欢迎程度正在上升。在RAP混合料中不可避免地采用碎屑橡胶改性粘结剂(CRMB)作为基础粘结剂时,RAP中的粘结剂会与CRMB共混,从而影响CRMB在高、中、低温下的流变学和性能。因此,在本研究中,从两种RAP源(RAP X和RAP Y)中提取的粘合剂以15%、25%和40%的不同重量比例与CRMB混合。对制备的共混物进行了等时温度扫描、等温频率扫描和弯曲梁流变仪试验。随后,使用主曲线构建、2S2P1D和Huet建模进行了分析和类比研究。结果表明,不同来源的RAP对CRMB的高、中、低温性能均有影响。不同的RAPs对高温性能分级有不同的影响。基于交叉温度(TCROSS-OVER)的中温性能表明,由于包含RAPs而有所妥协。低温临界温度之间的差异评估(ΔTc)表明低温性能的退化。复合模量(G*)、刚度(S(t))和应力松弛(E(t))主曲线验证了高温、中低温性能的变化。最后,观察到2S2P1D和Huet模型对所制备的共混物具有较好的拟合性。本研究认为,不同来源的RAPs对CRMB有不同的影响,并可能对中低温性能产生不利影响。
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引用次数: 0
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Advances in Civil Engineering Materials
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