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·DOI / Corpus ID 139621251; Design of fly ash geopolymer concrete mix proportions using multivariate adaptive regression spline model article{Lokuge2018DesignOF title={Design of fly ash geopolymer concrete mix proportions using multivariate adaptive regression spline model} author={Weena Lokuge and Aaron P
·explanation on each step need to be followed to achieve mix design of self compacting concrete An illustrative example was also provided in paper to help understand better P al [3] have developed mix design of geopolymer concrete with fly ash They have given detailed explanation on each step required to design mix of GPC
·In this research paper a clear effort has been made to develop a step by step design mix procedure for GPC Geo Polymer Concrete using ground granulated blast furnace slag GGBFS and fly ash
·Using fly ash FA and superabsorbent polymer SAP in construction promotes sustainability by reducing cement consumption and enhancing concrete durability However the mix design of FA concrete with SAP has to be improved due to the uncertainty of entrained water content and early strength 0 28 days
·Concrete mix design is a critical process to define the type of ingredients and the proportions to use them in order to create concrete with expected technical specifications enhancing the structure s strength with desired properties During this method the proportion that produces the heaviest weight is used It is estimated using
·In the mixture design method approach for designing and optimizing concrete mix proportion with the fewest possible trial batches The Portland cement and fly ash
·The effect of mix proportion of geopolymer concrete on compressive strength has been studied in detail in many previous studies but there is a lack of a proposed mix design method This research
·While the effect of giving fly ash in concrete has not seen absorptionsignificantly when compared to concrete without word concrete fly ash steam curing View full text Article
·This study focuses on proposing a novel mix design method giving emphasis to the durability of concrete and replacing cement with supplementary cementitious materials SCMs at certain percentages It also includes band gradation of aggregate that merges fine and coarse aggregates to result in a single well packed combined gradation Two replacement
·Pioneering work for production of structural concrete incorporating large quantities of fly ash was done by Malhotra et al [8] [9] [10] [11] Nailk and Ramme [12] [13] investigated mix proportions for high volume fly ash HVFA concrete Both air entrained and non entrained concrete mixes were proportioned to contain fly ash to replace cement up to 55% by
·However Rao et al Rao et al 2016 reported that even at the age of 90 days fly ash roller compacted concrete FRCC with up to 60 % FA had lower strength than the reference mix In a study Islam et al 2018 on the performance of FA concrete in the freeze thaw F T process in the marine environment OPC concrete without FA achieved
·The main purpose of experimental optimization is to move quickly to the actual optimum by using a simple and economically experimental process [13] The general flow chart of RSM for experimental design optimization can be summarized in Fig design procedure by using RSM consists of the following sequential steps 1 defining independent factors and
·The research conducted on fly ash GGBS based concrete represents a significant contribution to the construction The study involved the use of Anaconda based Python programming to illustrate and
·To develop GPC using fly ash alone elevated temperature curing is essential in order to accomplish better and faster geopolymerization and at the same time the compressive strengths obtained are moderate [27] Surprisingly the addition of GGBS to fly ash is found to be helping the development of GPC with reasonably high compressive strengths that too under
·The combination of water glass and NaOH as the alkali activator were used to activate metakaolin The phy chemical properties of water glass are shown in Table various modulus SiO 2 /Na 2 O molar ratio of alkali activator was prepared by dissolving the different amount of the flake NaOH purity surpass 98% into water glass This process was
·Concrete production is characterized by a significant demand for energy and raw materials The construction maintenance and demolition of engineering works cause excessive polluting waste that
·optimal mix proportion of pervious concrete based on the Taguchi method Şimşek et al [7] put forward the method of TOPSIS Taguchi to determine the optimum mix proportion of high strength self compacting concrete; in addition the optimum mix proportion of polymer concrete is determined based on this method
·Fly ash based geopolymer paste took more time more than 24 h due to the slow rate of curing at ambient temperature [11] Rao and Venu 2020 studied on mix design methodology and achieved a
·This paper presents a systematic approach for selecting mix proportions for fly ash and GGBS based geopolymer concrete Very little information is available on complete methodology in designing the fly ash and GGBS based geopolymer mix The fly ash and GGBS were activated using sodium silicate and sodium hydroxide as alkaline activator solution
Request PDF On Feb 1 2024 Chao Yao and others published A strength based mix design method of fly ash concrete with superabsorbent polymer based on Powers model Find read and cite all the
·In future research A BFS/FA based alkali activated concrete mix design method is expected to be built since the conventional concrete code is not applicable Besides more secondary influencing factors such as the chemical composition and particle size of precursors the curing temperature etc need to be studied to modify the predictive
·As seen from the database in Table four variables have been identified as the dependent factors for the compressive strength of alkali activated concrete Na 2 SiO 3 /NaOH ratio activator/fly ash ratio water/solid ratio and NaOH molarity Contour plots are developed as illustrated in Fig F to demonstrate this inter correlation It can be seen from
·The lack of a code for preparing one part geopolymer concrete GPC is one of the major obstacles to its wide use This study adopted one of the most common methods for preparing ordinary concrete the ACI method taking into account the most important variables affecting this method and then modified it to suit one part GPC Three different sizes of
·Concrete mix design is the process of selecting suitable ingredients of concrete and determine the relative proportions to produce concrete with certain performance and Fly Ash = 100 Lbs GGBF Slag = 200 Lbs Water = 300 lbs Answer w/cm =