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Evaluation of the HMA performance using combined effects of marble waste dust filler and superpave aggregate gradation 利用大理石废料粉尘填料和超级路面集料级配的联合作用评价HMA性能
IF 1.3 Q2 Engineering Pub Date : 2020-12-07 DOI: 10.1080/14488353.2020.1854942
Adamu Mulatu, Emer Tucay Quezon, O. Gudina
ABSTRACT During the fabrication of new products, a variety of wastes discharged and stored by causing harsh environmental problems. The marble processing plant is amongst the industrial sector that produces huge waste. Thus, the main purpose of this study is to evaluate the combined effects of marble waste dust filler and Superpave aggregate gradation on the performance of HMA. Based on the Marshall Mix design, seventy-two (72) specimens were produced from three below-restricted zone (BRZ) of Superpave gradation (BRZ4, BRZ5, & BRZ6) by using the 0.45 power chart. The design gradation obtained to be BRZ5 with 4.96% OBC with corresponding values 9.13 KN of stability, 2.96 mm of flow, 73.51% of VFA, 15.73% of VMA, 2.308 gm/cm3, of bulk density and 4% of air void. The crushed stone dust filler was partially replaced by Marble Waste Dust filler (under No. 200 sieve) at replacement rate of (1%, 1.5, 2, 2.5, 3, 3.5, 4, 4.5 and 5%) by keeping design gradation and OBC constant. The test showed satisfactory results. The Marshall mix design parameters of all mixtures are within specification limit under international and local specifications. Marble waste dust filler when blended with a BRZ of Superpave gradation indicated a substantial effect on Marshall stability with 10.18 KN value at 3% MWD filler content.
在新产品的制造过程中,各种废物的排放和储存造成了恶劣的环境问题。大理石加工厂是产生大量废物的工业部门之一。因此,本研究的主要目的是评价大理石废尘填料和Superpave骨料级配对HMA性能的综合影响。基于Marshall Mix设计,采用0.45功率图从Superpave级配的BRZ4、BRZ5、BRZ6三个限下区(BRZ)中提取72个试件。得到的设计级配为BRZ5, OBC为4.96%,稳定性9.13 KN,流量2.96 mm, VFA为73.51%,VMA为15.73%,容重2.308 gm/cm3,空隙率为4%。在保持设计级配和OBC不变的情况下,将石粉填料部分替换为大理石废尘填料(200号筛下),替换率分别为(1%、1.5、2、2.5、3、3.5、4、4.5、5%)。试验结果令人满意。所有混合物的马歇尔混合设计参数均在国际和国内规范的规格范围内。掺加Superpave级配BRZ的大理石废尘填料在掺量为3%时,对Marshall稳定性有显著影响,其值为10.18 KN。
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引用次数: 0
Experimental investigation of Rice Husk Ash on compressive strength, carbonation and corrosion resistance of reinforced concrete 稻壳灰对钢筋混凝土抗压强度、碳化和耐腐蚀性能的试验研究
IF 1.3 Q2 Engineering Pub Date : 2020-10-25 DOI: 10.1080/14488353.2020.1838419
Nahida Nisar, J. A. Bhat
ABSTRACT Reinforcement corrosion in concrete has become a major factor affecting durability of reinforced concrete structures. Corrosion of reinforcement is a continuous process. It cannot be eliminated completely. But its rate can be prevented with the help of corrosion inhibitors, either by acting as a barrier, by forming an adsorbed layer on the reinforcement surface or by retarding the cathodic or anodic processes of corrosion. The hazardous effects of synthetic inhibitors have led to the utilisation of alternative non-toxic, eco-friendly plant extracts, generally known as green corrosion inhibitors. The study aims to investigate the effect of Rice Husk Ash (RHA) as a green corrosion inhibitor on the durability of reinforced concrete. The compressive strength, carbonation depth and corrosion rate of RHA concrete has been studied. The results showed that the compressive strength increased with the increase in percentage of RHA upto 15% replacement of cement. However, a decrease in compressive strength was noticed from 15 to 20% replacement. It was also observed that the carbonation depth gets increased with the increase in percentage of RHA. From the corrosion tests, it was observed that the corrosion rate decreases with the increase in RHA percentage, hence increasing the inhibition efficiency of the concrete.
摘要混凝土中的钢筋锈蚀已成为影响钢筋混凝土结构耐久性的主要因素。钢筋的腐蚀是一个连续的过程。它不能完全消除。但是,在缓蚀剂的帮助下,可以通过充当屏障、在钢筋表面形成吸附层或延缓阴极或阳极腐蚀过程来防止其速率。合成抑制剂的有害影响导致了使用无毒、环保的植物提取物,通常被称为绿色缓蚀剂。本研究旨在研究稻壳灰(RHA)作为一种绿色缓蚀剂对钢筋混凝土耐久性的影响。研究了RHA混凝土的抗压强度、碳化深度和腐蚀速率。结果表明,当RHA替代水泥的比例达到15%时,抗压强度随RHA比例的增加而增加。然而,注意到压缩强度从15%降低到20%。还观察到碳化深度随着RHA百分比的增加而增加。从腐蚀试验中可以观察到,腐蚀速率随着RHA百分比的增加而降低,从而提高了混凝土的抑制效率。
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引用次数: 19
The potential of using water purification wastes as fine aggregates in concrete mixes: an initial study 在混凝土混合料中使用净水废物作为细骨料的潜力:初步研究
IF 1.3 Q2 Engineering Pub Date : 2020-10-21 DOI: 10.1080/14488353.2020.1835148
A. Alzoubi, D. Ghunimat, M. Al-Rawashdeh, Shadi Hanandeh
ABSTRACT The large quantities of wastes resulting from water purification process (known as sludge) are increasingly becoming a big concern at some of developing countries, where no proper disposal options are available. The traditional practices of sludge disposal through dumping in landfills have become an ecological, environmental and financial burden. This is due to the daily operation, limited capacity of landfills, and negative impacts on soil, climate, surface and ground water. Hence, the goal of this research is to investigate the possibility of using incinerated sludge produced from water purification plants in construction field, and analyzing its effect on mechanical properties of concrete as one of sludge management options. Sludge was incinerated at a temperature of 800°C for two hours, grinded, sieved and replaced by fine aggregate at percentages of 5%, 10%, 15%, and 20% in concrete mixes. XRD and XRF tests were performed to identify crystalline phases and chemical composition of the sludge. The effect of using the incinerated sludge on workability, density, compressive and flexural strengths of concrete at curing ages of 7, and 28 days was investigated. The results showed a significant improvement in compressive and flexural strengths for all samples containing sludge for both curing ages in comparison to control samples, while a reduction in workability was observed.
摘要:在一些发展中国家,由于没有合适的处理方案,水净化过程中产生的大量废物(称为污泥)正日益成为人们关注的焦点。通过垃圾填埋场倾倒污泥的传统做法已成为生态、环境和财政负担。这是由于垃圾填埋场的日常运营、容量有限以及对土壤、气候、地表水和地下水的负面影响。因此,本研究的目的是研究在建筑领域使用净水厂产生的焚烧污泥的可能性,并分析其对混凝土力学性能的影响,作为污泥管理的选择之一。污泥在800°C的温度下焚烧两小时,研磨、筛分,并用混凝土混合物中5%、10%、15%和20%的细骨料代替。进行XRD和XRF测试以鉴定污泥的结晶相和化学成分。研究了焚烧后的污泥在养护7天和28天时对混凝土工作性能、密度、抗压强度和抗弯强度的影响。结果表明,与对照样品相比,所有含有污泥的样品在两个养护龄期的抗压强度和抗弯强度都有显著提高,同时观察到工作性降低。
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引用次数: 3
Evaluation of glass fibres, ethylene vinyl acetate and their combination on stone mastic asphalt 玻璃纤维、醋酸乙烯及其组合在石胶沥青上的性能评价
IF 1.3 Q2 Engineering Pub Date : 2020-10-20 DOI: 10.1080/14488353.2020.1835143
Mohsen Aboutalebi Esfahani, Vahid Mirian
ABSTRACT Glass fibre with high tensile strength and Ethylene Vinyl Acetate (EVA) polymer may change Stone Matrix Asphalt (SMA) performance significantly due to its good performance. Therefore, the study’s main objective is to evaluate these two additives’ performances and their combination on SMA. Thus, modified bitumen’s physical properties with 3, 4 and 5% of EVA and mechanical properties of SMA made by 3, 4 and 5% of EVA and 0.1%, 0.2% and 0.3% of glass fibre are investigated. For this purpose, penetration, softening point, rotational viscosity, dynamic shear rheometer, resilient modulus, dynamic creep, and fatigue tests are performed. The results demonstrate that the performance graded of modified bitumen with an optimum value of 4% EVA is improved as two classes, leading to a significant improvement in the SMA performance. However, the performance of SMA containing 0.2% and 0.3% of glass fibre decreases severely due to the fragility of the fibres. The performance of the mixture in 0.1% of the fibres is slightly improved due to the reinforcement of the bitumen mortar and the lack of effect of the fibres on the overall structure of the mixture. Also, only the combination of 4% EVA with 0.1% glass fibre gives an acceptable result.
摘要高抗拉强度玻璃纤维和乙烯-醋酸乙烯酯(EVA)聚合物由于其良好的性能,可能会显著改变SMA的性能。因此,本研究的主要目的是评估这两种添加剂及其组合对SMA的性能。因此,研究了3、4和5%EVA改性沥青的物理性能以及3、4、5%EVA和0.1%、0.2%和0.3%玻璃纤维制备的SMA的力学性能。为此,进行了渗透、软化点、旋转粘度、动态剪切流变仪、弹性模量、动态蠕变和疲劳试验。研究结果表明,EVA最优值为4%的改性沥青的性能分级分为两类得到改善,SMA性能显著提高。然而,由于玻璃纤维的脆性,含有0.2%和0.3%玻璃纤维的SMA的性能严重下降。由于沥青砂浆的增强以及纤维对混合物的整体结构没有影响,0.1%纤维的混合物性能略有改善。此外,只有4%的EVA与0.1%的玻璃纤维的组合才给出可接受的结果。
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引用次数: 4
Potential advantages of basalt FRP bars compared to carbon FRP bars & conventional steel 玄武岩FRP筋与碳纤维FRP筋和传统钢材相比的潜在优势
IF 1.3 Q2 Engineering Pub Date : 2020-09-12 DOI: 10.1080/14488353.2020.1816638
M. Zaki, Amira Tobaa, A. Shehata, Farid Mohamed, Ramy Khalef, Yomna Hagras, Reem Abou-Ali, M. Farag, A. Ghaly, Magdi Madi, E. Sayed-Ahmed, Yosra El-Maghraby, M. Abou-Zeid
ABSTRACT In this study an attempt is taken to evaluate the performance of basalt FRP bars compared with carbon FRP bars and conventional steel bars. Specimens of reinforced concrete will be casted to fulfil this comparison. These beams will comprise a common top reinforcement, stirrups spacing, and concrete properties. The difference is in the bottom reinforcement where it was once steel, Carbon FRP, Basalt FRP, and a hybrid of Basalt FRP and steel. These beams were tested for their behaviour under a flexural load through a four-point bending test. The remaining specimens were casted as columns with common stirrups spacing, and concrete properties. The behaviour of Basalt FRP, Carbon FRP, and steel reinforcement will be tested upon the application of an axial compressive load. The bonding strength between concrete and the different candidate bars is tested through the bond pull-out test. Furthermore, tests will be conducted on the thermal, chemical, and mechanical properties of the individual bars. This study is expected to yield an evaluation of the main characteristics of the newly developed Basalt FRP bars and an identification of the key differences and limitations of using BFRP in concrete structures in relation to CRFP and traditional steel reinforcement of concrete structure.
摘要本研究试图对玄武岩FRP筋与碳FRP筋和常规钢筋的性能进行比较。将浇铸钢筋混凝土试样来完成这种比较。这些梁将包括一个共同的顶部加固,箍筋间距,和混凝土性能。不同之处在于底部加固,它曾经是钢,碳FRP,玄武岩FRP和玄武岩FRP和钢的混合物。通过四点弯曲试验测试了这些梁在弯曲荷载下的行为。其余的试件浇铸成柱与共同的马镫间距,和混凝土性能。玄武岩FRP、碳纤维FRP和钢筋的性能将在轴向压缩载荷的作用下进行测试。通过拉拔试验测试混凝土与不同候选钢筋之间的粘结强度。此外,还将对单个棒材的热、化学和机械性能进行测试。本研究预计将对新开发的玄武岩FRP筋的主要特性进行评估,并确定在混凝土结构中使用BFRP筋与CRFP和传统钢筋混凝土结构的主要区别和局限性。
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引用次数: 9
Structural reliability assessment of corroded offshore pipelines 腐蚀海洋管道结构可靠性评估
IF 1.3 Q2 Engineering Pub Date : 2020-09-12 DOI: 10.1080/14488353.2020.1816639
M. Mahmoodian
ABSTRACT Failure of in-service oil and gas steel pipelines can have disastrous environmental, social and economic impacts. Preventing or alleviating those negative impacts requires a methodology to predict the service life of corroded steel pipes that enables implementing preventive maintenance and repairs measures. Such predictions involve uncertainty and vary in time. This paper puts forward a time-variant reliability-based approach to assess the failure of corroded offshore pipelines. The proposed approach accounts for the uncertainty in the corrosion rate and mechanical characteristics of pipes. Two methods are proposed: One that employs the Monte Carlo sampling and one that is based on the first-order reliability method. The methodology is then applied to three corroded offshore gas pipelines located in India and the time-variant failure probability is estimated considering target reliability. Next, variability and sensitivity analyses are conducted to identify the most influential sources of uncertainty on the failure probability of pipelines. It can be asserted that corrosion rate has a substantial role in estimating the structural reliability of pipelines.
在役石油和天然气钢质管道的故障可能会造成灾难性的环境、社会和经济影响。预防或减轻这些负面影响需要一种方法来预测腐蚀钢管的使用寿命,从而能够实施预防性维护和维修措施。这种预测涉及不确定性,并且随时间变化。本文提出了一种基于时变可靠性的海上腐蚀管道失效评估方法。所提出的方法考虑了管道腐蚀速率和机械特性的不确定性。提出了两种方法:一种是采用蒙特卡罗抽样方法,另一种是基于一阶可靠性方法。然后将该方法应用于位于印度的三条腐蚀的海上天然气管道,并在考虑目标可靠性的情况下估计了时变失效概率。接下来,进行可变性和敏感性分析,以确定对管道失效概率最具影响的不确定性来源。可以断言,腐蚀速率在评估管道结构可靠性方面具有重要作用。
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引用次数: 1
Experimental study on dynamic biaxial tension-compression properties of hydraulic concrete 水工混凝土双向动态拉压性能试验研究
IF 1.3 Q2 Engineering Pub Date : 2020-09-03 DOI: 10.1080/14488353.2020.1813924
Hai-tao Wang, Haoyu Sun, Jiayu Shen, W. Fan
ABSTRACT Most hydraulic concrete structures are in complex stress state. In order to study the effect of dynamic action on properties of hydraulic concrete under biaxial tension-compression, hydraulic concrete specimens were subjected to dynamic biaxial tension-compression tests were conducted at 6 different tension-compression ratios of 0 (uniaxial compression), 0.05:-1, 0.1:-1, 0.25:-1, 0.5:-1, ∞ (uniaxial tension) as well as 4 different strain rates of 10−5/s, 10−4/s, 10−3/s and 10−2/s. The failure mode, ultimate strength, peak strain and stress-strain curve under different tension-compression ratios and strain rates were measured. According to test data, the ultimate strength, as well as deformation properties, was analysed in terms of tension-compression ratio and strain rate. The failure criterions of hydraulic concrete under dynamic biaxial tension-compression stress state were established in principal stress space and octahedral stress space, respectively, providing experimental and theoretical reference for the design and maintenance of hydraulic structures. The results of the research on the ultimate strength and failure criterion of ordinary concrete, wet sieve concrete and air-entrained concrete under biaxial stress state were compared with the experimental results of this paper, proving the feasibility of the failure criterion proposed in this paper.
摘要大多数水工混凝土结构都处于复杂的应力状态。为了研究双向拉压下动力作用对水工混凝土性能的影响,在0(单轴压缩)、0.05:1、0.1:1、0.25:1、0.5:1、∞(单轴拉伸)6种不同拉压比和10−5/s 4种不同应变速率下,对水工混凝土试件进行了双向拉压动态试验,10−4/s、10−3/s和10−2/s。测量了不同拉压比和应变速率下的破坏模式、极限强度、峰值应变和应力-应变曲线。根据试验数据,从拉压比和应变速率的角度分析了极限强度和变形特性。分别在主应力空间和八面体应力空间建立了水工混凝土在动态双轴拉压应力状态下的破坏准则,为水工结构的设计和维修提供了实验和理论参考。将普通混凝土、湿筛混凝土和加气混凝土在双向应力状态下的极限强度和破坏准则的研究结果与本文的试验结果进行了比较,证明了本文提出的破坏准则的可行性。
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引用次数: 2
A new second-order approximation method for optimum design of structures 结构优化设计的一种新的二阶近似方法
IF 1.3 Q2 Engineering Pub Date : 2020-08-07 DOI: 10.1080/14488353.2020.1798039
H. Ahmadvand, A. Habibi
ABSTRACT In this study, a new method called Second-order Consistent Exponential Approximation (SCEA) is developed to generate the high-quality nonlinear approximation of the structural problems. For this purpose, some important parameters are designed by employing design sensitivities to enhance its consistency with various structural optimisation problems. In the optimisation process, the design variables for which sensitivity of the objective function is zero, are eliminated in the corresponding iteration. In addition, in approximating the design constraints, the zero design sensitivities are limited to a small value. In the presented approach, the primary optimisation problem is replaced with a sequence of explicit sub-problems. Each sub-problem is efficiently solved using the sequential quadratic programming (SQP) algorithm. For reducing computational cost and enhancing the efficiency and capability of the proposed method, a corrective technique is applied for tolerance on the constraint violation, the function value, and the design variables in the SQP algorithm. Several structural examples and highly nonlinear problems were utilised to demonstrate the efficiency of the proposed method. Optimal solutions were compared to the conventional approximation methods and some of the metaheuristic approaches. Results illustrate that the accuracy of the optimum design is improved and the rate of the convergence speeds up.
摘要在本研究中,提出了一种新的方法——二阶一致指数逼近(SCEA)来生成结构问题的高质量非线性逼近。为此,通过采用设计灵敏度来设计一些重要参数,以增强其与各种结构优化问题的一致性。在优化过程中,目标函数灵敏度为零的设计变量在相应的迭代中被消除。此外,在近似设计约束时,零设计灵敏度被限制在较小的值。在所提出的方法中,主优化问题被一系列显式子问题取代。使用序列二次规划(SQP)算法有效地解决了每个子问题。为了降低计算成本,提高所提出方法的效率和能力,在SQP算法中对约束违反、函数值和设计变量的容差应用了校正技术。通过几个结构实例和高度非线性的问题来证明所提出方法的有效性。将最优解与传统的近似方法和一些元启发式方法进行了比较。结果表明,优化设计的精度得到了提高,收敛速度加快。
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引用次数: 2
Front-end construction waste minimization strategies 前端建筑垃圾最小化策略
IF 1.3 Q2 Engineering Pub Date : 2020-07-25 DOI: 10.1080/14488353.2020.1786989
K. Doust, G. Battista, Peter G. Rundle
ABSTRACT With construction waste accounting for 40% of all waste produced in Australia, this paper evaluates front-end strategies to minimize physical site waste on Australian projects. Front-end strategies are those practices at the initial phase of the material logistics chain that will reduce or totally remove site waste, rather than simply treat the residual waste product. Following a global literature review, a qualitative methods approach using a pragmatic research framework was developed. The respondent sample for this research was from across the spectrum of Australian building and construction industry, varying from industry company directors to general superintendents. The paper observes that the historically rapid increase in construction waste will be exacerbated by the very real increasing risk of waste due to recovery from disaster damage (bush fire, flood and storm surge coupled with climate change). Increasingly intelligent front-end strategies that minimize waste have therefore become a high priority for action. It is concluded that the most effective way to reduce construction waste in Australia is via regulatory change, requiring policies and procedures that focus on front-end strategies. This paper explores some opportunities for action in the areas of management, design and procurement in line with the themes identified in the surveys
摘要由于建筑垃圾占澳大利亚产生的所有垃圾的40%,本文评估了澳大利亚项目中最大限度减少现场物理垃圾的前端策略。前端策略是指在材料物流链的初始阶段,减少或完全清除现场废物的做法,而不是简单地处理残余废物。在全球文献综述之后,开发了一种使用实用研究框架的定性方法。这项研究的受访者样本来自澳大利亚建筑业的各个领域,从行业公司董事到总负责人不等。该论文指出,由于从灾害破坏中恢复(丛林大火、洪水和风暴潮,再加上气候变化),建筑垃圾的风险确实在增加,这将加剧建筑垃圾的历史性快速增长。因此,减少浪费的日益智能的前端战略已成为行动的高度优先事项。得出的结论是,在澳大利亚,减少建筑垃圾的最有效方法是通过监管变革,需要注重前端战略的政策和程序。本文根据调查中确定的主题,探讨了在管理、设计和采购领域采取行动的一些机会
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引用次数: 16
Optimum span length for a PCI-girder expressway bridge 某pci主梁高速公路桥梁的最佳跨长
IF 1.3 Q2 Engineering Pub Date : 2020-07-21 DOI: 10.1080/14488353.2020.1794298
N. Amatya, N. Anwar
ABSTRACT In the design of PCI-girder bridges, the application of various optimum design methodologies can result in significant cost savings and improved structural performance. However, most of the optimisation techniques focus on the individual components and the overall structural system of the superstructure of the bridge system. Limited studies are carried out in the context of longitudinal and transverse configurations of the members in a particular bridge system. This study identifies the optimum span for the PCI-girder expressway bridge system by adopting longitudinal and transverse arrangement of members as design variables while keeping the cross-section of the girder constant. Using an existing case study bridge structure located in Bangkok, selected parametric studies are carried out to achieve cost optimisation. It is observed that the optimum span range for the PCI-girder bridge is in the range of 25 m (82 ft) to 33 m (108 ft).
在pci梁桥的设计中,各种优化设计方法的应用可以显著节省成本并改善结构性能。然而,大多数优化技术都集中在桥梁系统上部结构的单个部件和整体结构系统上。有限的研究是在特定桥梁体系中构件的纵向和横向配置的背景下进行的。在保持主梁截面不变的情况下,以构件纵、横布置为设计变量,确定了pci -主梁高速公路桥梁体系的最佳跨距。利用位于曼谷的现有桥梁结构案例研究,进行了选定的参数研究,以实现成本优化。据观察,pci梁桥的最佳跨度范围为25米(82英尺)至33米(108英尺)。
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引用次数: 1
期刊
Australian Journal of Civil Engineering
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