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Numerical Analysis of Geogrids and Recycled Concrete Aggregate for Stabilizing Road Embankments 土工格栅和再生混凝土骨料稳定路堤的数值分析
Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-08-31 DOI: 10.18280/acsm.470404
Marwa Abdulkareem Mohammed AL-DULAIMI, Mohsen Seyedi
The amplification of urban development and the extension of road networks necessitate a comprehensive understanding of various soil improvement techniques for civil engineering applications. Soil enhancement methods, typically trusted and practical, are pivotal in addressing geotechnical engineering challenges. This study focuses on the numerical evaluation of the efficacy of geogrids and recycled concrete aggregate (RCA) in the stabilization of road embankments. Critical soil properties such as water absorption, soil erosion, and settlement susceptibility are significantly improved through these methods, promoting sustainable land use, environmental conservation, and infrastructure durability. Literature reveals that the use of geogrids or waste materials like RCA contributes effectively to soil layer enhancement. In this investigation, road embankment models, with and without the aforementioned improvements, were developed and assessed under vehicular load conditions. The findings demonstrated that the incorporation of geogrids or RCA significantly bolsters the stability of road embankments. A noteworthy reduction in vertical settlement, up to 45%, was achieved when geogrids and RCA were concurrently utilized in the embankment. This suggests that these methods, individually or in combination, could provide a viable solution for enhancing the performance and stability of road infrastructures. Further research is proposed to explore the long-term performance of these enhancement methods under various environmental and load conditions.
城市发展的扩大和道路网络的扩展需要全面了解土木工程应用中的各种土壤改良技术。土壤增强方法通常是可靠和实用的,是解决岩土工程挑战的关键。本文对土工格栅和再生混凝土骨料(RCA)在路堤稳定中的效果进行了数值评价。这些方法显著改善了土壤的吸水率、土壤侵蚀率和沉降敏感性等关键土壤特性,促进了土地的可持续利用、环境保护和基础设施的耐久性。文献表明,使用土工格栅或废物如RCA有助于有效地增加土层。在本次调查中,在车辆荷载条件下,开发和评估了有和没有上述改进的道路路基模型。研究结果表明,土工格栅或RCA的结合显著增强了路堤的稳定性。当土工格栅和RCA同时用于路堤时,垂直沉降显著减少了45%。这表明,这些方法,单独或结合起来,可以为提高道路基础设施的性能和稳定性提供一个可行的解决方案。进一步研究这些增强方法在各种环境和荷载条件下的长期性能。
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引用次数: 0
Effects of Coal Ash and Walnut Shell on the Impact Resistance and Mechanical Properties of Eco-Efficient Self-Compacting Concrete 粉煤灰和核桃壳对生态高效自密实混凝土抗冲击性能和力学性能的影响
Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-08-31 DOI: 10.18280/acsm.470402
Mohammed Akram Ahmed, Ali Kadhim Ibrahim, Nahla Hilal, Ayad S. Aadi, Nadhim Hamah Sor
ABSTRACT
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引用次数: 2
Development and Mechanical Assessment of Corn Flour and Olive Pomace Reinforced Bioplastics 玉米粉和橄榄渣增强生物塑料的研制及力学性能评价
Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-08-31 DOI: 10.18280/acsm.470401
Issam Touil, Hamza Khochmane, Kamel Khounfais, Moussa Khelifa
ABSTRACT
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引用次数: 0
Experimental Analysis of the Mechanical Characteristics of Aluminum Alloys (AlSi8Cu3) 铝合金(AlSi8Cu3)力学特性的实验分析
Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-08-31 DOI: 10.18280/acsm.470403
Mohamed Fnides, Toufik Bensana, Brahim Fnides, Medkour Mihoub
ABSTRACT
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引用次数: 0
Comparative Performance of SF, PPF and Hybrid Fiber-Reinforced Self-Compacting Lightweight Concrete under Fire Exposure 火灾作用下SF、PPF和混杂纤维增强自密实轻量混凝土的性能比较
Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-08-31 DOI: 10.18280/acsm.470406
Ali Mohammed Abbas, Jinan Jawad Alwash
ABSTRACT
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引用次数: 0
Post-Fire Behavior and Repair of Fire-Damaged RC Columns Using Composite Jackets 复合护套混凝土柱的火灾后性能及修复
Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2023-08-31 DOI: 10.18280/acsm.470407
Ahmed Rafik Belakhdar, Mohamed Salah Dimia, Mohamed Baghdadi, Meriem Bouderradji, Soumia Gherabli, Nail Alaoui
ABSTRACT
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引用次数: 0
Characteristics Investigations of Dry Bamboo Ash Fractional Replaced Cement with in M25 Grade Concrete M25级混凝土中掺加干竹灰替代水泥的特性研究
IF 0.8 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2021-04-30 DOI: 10.18280/ACSM.450207
Vijayvenkatesh Chandrasekaran
Received: 24 March 2020 Accepted: 10 August 2020 Most bamboos are used in-house ceiling, Ornament works behavior science of earliest culture regulations. If fresh and dry stages bamboos are equally important, of construction works. Green stage bamboos working process of interlocking formations woodworks and dry stage bamboos are working in support for centering for slabs, tunneling or varies constructional purposes. These papers say about dry bamboos ash to use the sub stained to mixed the partially replaced within 53 grades of cement. In 20, 30, and 40%. And constituent of mixing ratio is M25 grade of concrete (1:1:2). And its process of proper casting of cubes, beams and cylinders to put in to the test analysis for strength, absorption tastings machines and these each types of test result are higher values. Because its better constituent DBA ash mixed with cement substance identical strength attained the concrete cubes, cylinders and beams. And its improved concrete strength and highly interlocking ability of friction bonding into the coarse and fine aggregate of the concrete. And same time its high workability.
大部分竹子被用于室内天花板,装饰作品行为科学最早的文化规定。如果新鲜和干燥阶段的竹子同样重要,在建筑工程中。绿阶段竹的联锁结构工作过程中,木制品和干阶段竹在楼板、隧道或各种建筑用途的中心支撑中工作。这些论文说,干竹灰要用浸染剂来混合,部分取代了53级以内的水泥。20% 30% 40%配料比为M25级混凝土(1:1:2)。并将其工艺适当的浇铸立方体、横梁和圆柱体放入试验分析中进行强度、吸光度试验,这些各类型的试验结果都是较高的数值。由于其较好的组分DBA灰与水泥物质混合,获得了混凝土立方体、圆柱体和梁的相同强度。它提高了混凝土的强度和高度的摩擦联锁能力,将粗骨料和细骨料粘合成混凝土。同时具有较高的加工性。
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引用次数: 2
Enhanced Heat Transfer by Oil/Multi-Walled Carbon Nano-Tubes Nanofluid 油/多壁碳纳米管纳米流体强化传热
IF 0.8 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2021-04-30 DOI: 10.18280/ACSM.450201
A. Boursas, M. Salmi, G. Lorenzini, Hijaz Ahmad, Y. Menni, Djamal Fridja, A. Belkaid
1 Department of Physics, University of M’sila, B.P. 1713, M’sila 28000, Algeria 2 Laboratory of Physics and Chemistry of Materials, University of M’sila, M’sila 28000, Algeria 3 Department of Engineering and Architecture, University of Parma, Parco Area delle Scienze, 181/A, Parma 43124, Italy 4 Department of Basic Science, University of Engineering and Technology, Peshawar 25000, Pakistan 5 Department of Physics, Faculty of Sciences, Abou Bekr Belkaid University, P.O. Box 119, Tlemcen 13000, Algeria
1 M 'sila大学物理系,B.P. 1713,阿尔及利亚M 'sila 28000; 2 M 'sila大学材料物理与化学实验室,阿尔及利亚M 'sila 28000; 3帕尔马大学工程与建筑系,意大利帕尔马43124帕尔马Parco Area delle Scienze 181/A; 4工程技术大学基础科学系,巴基斯坦白沙瓦25000;5贝尔凯德大学理学院物理系,特莱姆森13000邮箱119;阿尔及利亚
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引用次数: 6
X-Ray Peak Profile Analysis of Materials M1 and M2 by Williamson-Hall and Size-Strain Plot Methods 用Williamson-Hall和尺寸-应变图方法分析材料M1和M2的x射线峰形
IF 0.8 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2021-04-30 DOI: 10.18280/ACSM.450209
Lalmi Khier, Lakel Abdelghani, D. Maouche
Received: 21 September 2020 Accepted: 10 March 2021 In this work, we have studied the Kaolin M1 and M2 by the X-ray diffraction method, and we have focused on mullite phase which is the main phase present in common in both products. An update of the program of the method of Stokes was carried out, it was necessary to the microstructural analysis. The completed version is less sensitive to the choice by excess of the number of coefficients of Fourier with regard to the effect of truncation and the office plurality of the errors. The determination of the symmetry of the cell of the principal phase (mullite) in the studied fritted Kaolins was carried out. In Kaolin M1, the size of crystallites of the dominant phase varies between 80 to 170 Å. In Kaolin M2, the size of the crystalline grains of mullite varies between 100 to 400 Å. The size of crystallites was confirmed by the joint method of Williamson-Hall. A distribution of sizes of crystallites was carried out. It shows a dominance of the size of approximately 140 Å for the principal phase of Kaolin M1 and a dominance of the size of approximately 230 Å for the same principal phase of Kaolin M2. By the study of the profiles of line by DRX, it appears very clearly that the principal phase of the various sintered Kaolins, mullite, is free from internal microstrains. It is the case of the mixtures fritted not only at low temperature (1100°C) during 1 hour but also the case of the mixtures of the type ‘chamotte’ cooks with 1350°C during very long times.
在这项工作中,我们用x射线衍射方法研究了高岭土M1和M2,我们重点研究了莫来石相,这是两种产品共同存在的主要相。对斯托克斯法的程序进行了更新,以满足微观结构分析的需要。对于截断的影响和误差的复数度,完成后的版本对傅里叶系数数目的选择不太敏感。对所研究的烧结高岭土中主相(莫来石)的细胞对称性进行了测定。在高岭土M1中,优势相的晶粒大小在80 ~ 170 Å之间。在高岭土M2中,莫来石晶粒的大小在100到400之间Å。用Williamson-Hall联合法确定了晶体的大小。对晶体的大小进行了分析。结果表明,高岭土M1主相的优势尺寸约为140 Å,高岭土M2主相的优势尺寸约为230 Å。通过DRX线谱的研究,可以清楚地看到,各种烧结高岭土的主相莫来石不存在内部微应变。这种混合物不仅在低温下(1100°C)在1小时内凝固,而且在1350°C下长时间烹饪的“chamotte”类型混合物的情况也是如此。
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引用次数: 0
Evaluating the Effect of Process Parameters on FSP of Al5083 Alloy Using ANSYS 基于ANSYS评价工艺参数对Al5083合金FSP的影响
IF 0.8 Q4 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2021-04-30 DOI: 10.18280/ACSM.450203
Shourya Sahdev, Himanshu Kumar, Ravi Butola, R. Singari
Received: 4 January 2021 Accepted: 11 March 2021 Friction stir processing (FSP), compared to other solid-state processing methods, is a one-step process that attains refinement and homogeneity in its Microstructure. The complex configuration of various kinds of welds in FSP and their 3-D (threedimensional) nature makes it tough to develop an overall system of ruling equations for theoretically analysing the functioning of the friction stir processed materials. The experimental trials are usually expensive and time-consuming. These hurdles can be overcome often by doing numerical analysis. The mechanical and microstructural characteristics of the Stir-Zone can be precisely supervised by enhancing the parameters of tool design, material properties, parameters of friction stir processing, and active heating and cooling. In this study, the significance of process parameters during FSP of Aluminium 5083 and the role of numerical analysis using ANSYS Workbench in the prediction of material behaviour have been discussed.
与其他固态加工方法相比,搅拌摩擦加工(FSP)是一个一步的过程,可以实现其微观结构的细化和均匀性。由于搅拌摩擦加工中各种焊缝的复杂结构及其三维特性,很难建立一套完整的控制方程系统来从理论上分析搅拌摩擦加工材料的性能。实验试验通常既昂贵又耗时。这些障碍通常可以通过进行数值分析来克服。通过提高工具设计参数、材料性能参数、摩擦搅拌工艺参数以及主动加热和冷却参数,可以精确地监测搅拌区的力学和微观组织特征。本文讨论了5083铝合金FSP过程中工艺参数的重要性,以及利用ANSYS Workbench进行数值分析在预测材料性能中的作用。
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Annales De Chimie-science Des Materiaux
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