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Development of sustainable HPC using rubber powder and waste wire: carbon footprint analysis, mechanical and microstructural properties 利用橡胶粉和废丝开发可持续高性能混凝土:碳足迹分析、机械和微观结构特性
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-09-10 DOI: 10.1080/19648189.2024.2400485
Hasan Mostafaei, Massih Kelishadi, Hadi Bahmani, Chengqing Wu, Bahman Ghiassi
This research advances the development of eco-friendly high-performance concrete (HPC) by integrating tire rubber powder and waste wire, focusing on both enhanced mechanical properties and reduced ...
这项研究通过整合轮胎橡胶粉末和废电线,推进了环保型高性能混凝土(HPC)的开发,重点关注提高力学性能和减少废电线的使用。
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引用次数: 0
Deep learning application for monitoring degradation in nuclear safety systems 深度学习在监测核安全系统退化方面的应用
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-09-01 DOI: 10.1080/19648189.2024.2391944
Harleen Kaur Sandhu, Serena Sauers, Saran Srikanth Bodda, Abhinav Gupta
The safe operation of nuclear power plants relies on maintaining the structural integrity of various systems and components, such as equipment-piping systems. Ageing and degradation from flow-accel...
核电站的安全运行有赖于保持设备管道系统等各种系统和部件的结构完整性。流量加速造成的老化和降解会影响核电站的安全运行。
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引用次数: 0
Investigation on the aircraft impact resistance of Steel-concrete construction 钢-混凝土建筑的飞机抗冲击性调查
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-09-01 DOI: 10.1080/19648189.2024.2386576
Andrew Wilson, Krumka Kasapova, Ming Tan, Dimitrios Kourepinis, Anton Andonov
Many commercial modular/pre-cast types of construction do not satisfy seismic ductility requirements and are not aligned with Relevant Good Practice (RGP) in the nuclear regulated sector. Steel-Con...
许多商业模块/预制类型的建筑无法满足抗震延性要求,也不符合核监管部门的相关良好做法 (RGP)。钢结构-预制构件...
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引用次数: 0
Frequency dependence of seismic ductility demand for equipment with plasticity in support 支持塑性设备的抗震延性要求与频率的关系
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-27 DOI: 10.1080/19648189.2024.2396889
Thuong Anh Nguyen, Pedro Nava Soto, Guillaume Hervé-Secourgeon
In case of strong seismic-induced vibration, some metallic support and anchorage systems may exhibit elastoplastic deformation. To consider this elastoplastic deformation in the seismic design of e...
在强烈地震引起的振动情况下,一些金属支撑和锚固系统可能会出现弹塑性变形。为了在抗震设计中考虑这种弹塑性变形,需要对金属支撑和锚固系统进行抗震设计。
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引用次数: 0
Experimental study on the performance of geogrid-reinforced soil (GRS) walls under monotonic footing loading 单调基底荷载下土工格栅加固土墙性能的实验研究
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-15 DOI: 10.1080/19648189.2024.2390954
Ying Liu, Deng Zhang, Yongzhe Zhao, Tao Liu
Geogrid-reinforced soil (GRS) is a widely employed compound material in the construction of retaining walls. This paper presents a set of reduced-scale model tests to study the performance of GRS w...
土工格栅加固土(GRS)是一种广泛应用于挡土墙施工的复合材料。本文介绍了一组缩小尺度的模型试验,以研究土工格栅加筋土(GRS)的性能。
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引用次数: 0
Effect of glass and nylon fibers on drying shrinkage of alkali activated blast furnace slag mortars 玻璃纤维和尼龙纤维对碱活化高炉矿渣砂浆干燥收缩率的影响
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-13 DOI: 10.1080/19648189.2024.2389157
Ahmet Kaan Yildirim, Salih Taner Yildirim, Nahla Hilal
The environmental consequences of Portland cement (PC) manufacturing have prompted the exploration of alternative binders, such as the alkali activation of blast furnace slag (BFS), which is genera...
波特兰水泥(PC)生产对环境造成的后果促使人们探索替代粘结剂,例如高炉矿渣(BFS)的碱活化,这种粘结剂是一种新型粘结剂。
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引用次数: 0
Long-term performance of magnesium phosphate cement concrete prepared in the winter 冬季配制的磷酸镁水泥混凝土的长期性能
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-12 DOI: 10.1080/19648189.2024.2375279
Jie Yuan, Zipeng Zhang, Xin Chen, Xin Huang, Anqi Cui
Previous studies have established the strength development of magnesium ammonium phosphate cement (MAPC) concrete and magnesium potassium phosphate cement (MKPC) concrete at sub-zero temperatures. ...
先前的研究已经确定了磷酸镁铵(MAPC)水泥和磷酸镁钾(MKPC)水泥在零下温度下的强度发展。...
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引用次数: 0
Mechanical properties of Kenaf textile-reinforced concrete Kenaf 纺织品加固混凝土的力学性能
IF 2.2 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-08 DOI: 10.1080/19648189.2024.2389146
Amirhossein Kohzadi, K. Behfarnia, Seyed Mahdi Hejazi, Amir Behravan
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引用次数: 0
The three-dimensional stability analysis of piled slopes in unsaturated and inhomogeneous soils with nonlinear failure criterion 采用非线性破坏准则对非饱和和非均质土中的桩基边坡进行三维稳定性分析
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-05 DOI: 10.1080/19648189.2024.2365348
Wei Zhao, Yunong Li, Chang Liu, Liwei Wang
Under the nonlinear Mohr-Coulomb (MC) failure criterion, based on the upper-bound limit analysis theorem, the three-dimensional(3D) stability of piled unsaturated inhomogeneous slopes is analyzed. ...
在非线性莫尔-库仑(Mohr-Coulomb,MC)破坏准则下,基于上限极限分析定理,分析了桩基非饱和非均质边坡的三维(3D)稳定性。...
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引用次数: 0
Study on calcium dissolution of concrete specimens with surface cracks 带表面裂缝混凝土试样的钙溶解研究
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-04 DOI: 10.1080/19648189.2024.2384871
Jian-Hua Jiang, Jia-Bing Zhou, Fu-Liang Ma, Wei Zhang, Ya-Bing Yu
The effects of crack width, crack depth and water-cement ratio (w/c) on calcium dissolution resistance of cracked concrete were evaluated. Results show that the degradation in physical properties a...
评估了裂缝宽度、裂缝深度和水灰比(w/c)对裂缝混凝土抗钙溶解性的影响。结果表明,裂缝宽度、深度和水灰比(w/c)对裂缝混凝土的物理性能和抗钙溶解性的影响是显著的。
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引用次数: 0
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European Journal of Environmental and Civil Engineering
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