Relevant bibliographies by topics / Mix design

Academic literature on the topic 'Mix design'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 September 2023

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Journal articles on the topic "Mix design"

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Gupta, Sakshi. "Concrete Mix Design Using Artificial Neural Network." Journal on Today's Ideas-Tomorrow's Technologies 1, no. 1 (June 3, 2013): 29–43. http://dx.doi.org/10.15415/jotitt.2013.11003.

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Swamy, Aravind Krishna, and Animesh Das. "Optimal proportioning for hot recycled mix design under Superpave mix design consideration." Canadian Journal of Civil Engineering 36, no. 9 (September 2009): 1470–77. http://dx.doi.org/10.1139/l09-096.

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While performing recycled (central plant) hot mix design as per Superpave mix design criteria, the quantity of reclaimed asphalt pavement (RAP) is either assumed fixed, or estimated from other fixed parameter(s). In either of the cases, the constituent (RAP, virgin binder, and virgin aggregates) proportions may not necessarily represent a cost-optimal situation. The present paper develops a generalized formulation for preliminary constituent proportioning of hot recycled mix following Superpave criteria. Through this formulation an optimal solution for mix proportion can be obtained, where the total material cost is minimized while satisfying all the binder and mix property requirements.
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Kukade, Manisha S., Trupti S. Joshi, and Sumit D. Sanghani. "Concept of Regression Analysis in Concrete Mix Design." International Journal of Trend in Scientific Research and Development Volume-2, Issue-2 (February 28, 2018): 1412–17. http://dx.doi.org/10.31142/ijtsrd10708.

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Dinis-Almeida, Marisa, João Castro-Gomes, Maria de Lurdes Antunes, and Luís Vieira. "Mix design and performance of warm-mix recycled asphalt." Proceedings of the Institution of Civil Engineers - Construction Materials 167, no. 4 (August 2014): 173–81. http://dx.doi.org/10.1680/coma.12.00054.

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Kumar, Rajiv, and Teiborlang Lyngdoh Ryntathiang. "New Laboratory Mix Methodology of Microsurfacing and Mix Design." Transportation Research Procedia 17 (2016): 488–97. http://dx.doi.org/10.1016/j.trpro.2016.11.098.

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Kamble, Rutika. "Combined Grade Concrete Mix Design." International Journal for Research in Applied Science and Engineering Technology 11, no. 6 (June 30, 2023): 452–57. http://dx.doi.org/10.22214/ijraset.2023.53685.

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Abstract: The process of selecting suitable ingredients of concrete and determining their relative amounts with an objective of producing a concrete of required strength, durability, and workability as economically as possible is termed as concrete mix design. Here we are doing concrete mix design of M240, M40PT, M50 grade by adding various types of admixtures and get more strength as well as it’s become less time consuming mix design as far as time is concern. Concrete mix design is a wellestablished practice around the world. All developed countries, as well as many developing countries, have standardized their concrete mix design methods. These methods are mostly based on empirical relations, charts, graphs, and tables developed as outcomes of extensive experiments and investigations of locally available materials. All of those standards and methods follow the same basic trial and error principles. The process of selecting suitable ingredients of concrete and determining their relative amount with the objective of producing a concrete of required strength durability and workability as economically as possible is termed the mix design. Some of the prevalent concrete mix design methods are: a) IS method b) ACI Mix Design Method, c) British Mix Design Method The concrete mix produced under quality control keeping in view the strength, durability, and workability is called the design Mix. Others factors like compaction equipment's available, curing method adopted, type of cement, quality of fine and coarse aggregate etc. have to be kept in mind before arriving at the mix proportion. The design mix or controlled mix is being used more and more in variety of important structures, because of better strength, reduced variability, leaner mixed with consequent economy, as well as greater assurance of the resultant quality.
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K., Chaitanya Kumar. "Experimental Investigation on Mix Proportion Design for Foam Concrete." International Journal of Psychosocial Rehabilitation 24, no. 5 (April 20, 2020): 3008–18. http://dx.doi.org/10.37200/ijpr/v24i5/pr202006.

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Sinha, Dr Deepa A. "Compressive Strength of Concrete using Different Mix Design Methods." Indian Journal of Applied Research 4, no. 7 (October 1, 2011): 216–17. http://dx.doi.org/10.15373/2249555x/july2014/66.

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Majeed Omar, Sardar, Burhan Muhammed Sharif, and Hemn Unis Ahmed. "Comparison Study between Marshall and Superpave Mix Design Methods." Halabja University Journal 6, no. 1 (April 1, 2016): 330–47. http://dx.doi.org/10.32410/huj-10376.

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Shirayama, Kazuhisa. "Development of Concrete Mix Design." Concrete Journal 35, no. 4 (1997): 18–24. http://dx.doi.org/10.3151/coj1975.35.4_18.

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Dissertations / Theses on the topic "Mix design"

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Pospíšilík, Štěpán. "Návrh marketingové strategie firmy Liquid Design, s.r.o." Master's thesis, Vysoké učení technické v Brně. Fakulta podnikatelská, 2011. http://www.nusl.cz/ntk/nusl-223180.

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This thesis is focused on analyzing the current situation of Liquid Design s.r.o. engaged in information technology and proposal new marketing strategies. In the first part there are chapters depicting the theoretical background needed to create an appropriate marketing strategy. The second part is devoted to analysis of the current state of Liquid Design s.r.o., namely its marketing strategy. The third and final part of this thesis includes a proposal for a new marketing strategy that aims to reach new customers and retain the existing ones.
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Hudaib, Ala'. "Asphalt Mix Design for Low Volume Roads." University of Akron / OhioLINK, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=akron1619752960078631.

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Ghasemi, Yahya. "Aggregates in Concrete Mix Design." Licentiate thesis, Luleå tekniska universitet, Byggkonstruktion och -produktion, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-61659.

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The importance of studying the behaviour and properties of concrete can be highlighted by considering the fact that concrete is the most used man-made material in the world. The very first step in making concrete is its mix design and deciding the type and amount of constitutes used in the production of concrete which should fulfil the requirements of the final product. Mix design models are commonly used for the purpose of proportioning concrete ingredients while anticipating the properties of the final product.  The current document deals with the commonly used principals in mix design models namely particle packing theory and excess water/paste layer theories. The conducted studies includes an investigation on accuracy of particle packing models (Toufar, 4C, CPM) and also tries to address the issue with measurement of specific surface area of particles as an essential input to water/paste layer theories.  It has been observed that the particle packing models can predict the packing density with acceptable margin. However, it should be mentioned that the particle packing models by themselves are not mix design models but should be rather used as a part of a mix design. In addition, it was found that the accuracy of calculating the specific surface area of particles based on their size distribution curve can be further improved by assuming angular platonic solids as uniform shape of aggregate instead of traditional approach of assuming spheres for aggregates’ shape.
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Veisi, Maryam. "Accelerated mix design of stabilized subgrades." To access this resource online via ProQuest Dissertations and Theses @ UTEP, 2008. http://0-proquest.umi.com.lib.utep.edu/login?COPT=REJTPTU0YmImSU5UPTAmVkVSPTI=&clientId=2515.

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Stoklasová, Adriana. "Komunikační mix podniku." Master's thesis, Vysoké učení technické v Brně. Fakulta podnikatelská, 2019. http://www.nusl.cz/ntk/nusl-402069.

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The thesis deals with the design of communication mix for FLEA micropho-nes. It explains important terms and principles related to current marketing issues. Then there is a detailed analysis of the current state of the company and a concrete pro-posal of the communication mix is created.
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Stubbs, Anthony Pooley. "Fatigue Behaviour of Hot Mix Asphalt for New Zealand Pavement Design." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2011. http://hdl.handle.net/10092/6520.

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Asphalt’s fatigue and modulus characteristics play an important role in pavement design. Ultimately they govern the required thickness of asphalt to structurally support heavy vehicles. The thickness of the asphalt layer is a major contributor to the cost of construction. In New Zealand, the design of structural asphalt layers has been a problem for some time and gives rise to two areas of concern. First, the present fatigue failure criterion, the Shell fatigue transfer function, which has been adopted from overseas, not only underestimates the fatigue life of the country’s asphalts, but does not accurately characterise the fatigue behaviour of our local asphalt mixes. Consequently, asphalt thicknesses are overdesigned. Second, asphalt’s fatigue behaviour is influenced by numerous factors and therefore can be difficult to characterise. The primary objective of this thesis is to develop fatigue and modulus models, by carrying out fatigue and modulus tests, to characterise the behaviour of two typical New Zealand structural asphalts. Both resilient and stiffness moduli tests were performed at a range of temperatures and loading rates developing moduli master curves, which predict the asphalt’s modulus for any pavement temperature and vehicle speed. A general full factorial experiment was carried out utilising the four-point flexural beam fatigue test. Tests were carried out at different strain levels, temperatures, and loading rates. An analysis of variance showed that the impacts of strain amplitude, temperature, binder type, the interaction of strain amplitude and temperature, and the interaction of strain amplitude and binder type have a significant effect on fatigue behaviour. The developed models, which account for temperature effects give the pavement engineer the ability to undergo a more accurate assessment of fatigue damage than at present for different climatic temperatures demonstrated by using an incremental damage analysis approach. The research shows that with such characterisation for the given pavement’s design life, thinner and less expensive roads can be constructed in New Zealand.
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Li, Ying. "Digital Mix Design for Performance Optimization of Asphalt Mixture." Diss., Virginia Tech, 2015. http://hdl.handle.net/10919/72959.

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Asphalt mix design includes the determination of a gradation, asphalt content, other volumetric properties, the evaluation of mechanical properties and moisture damage potentials. In this study, a computational method is developed to aid mix design. Discrete element method (DEM) was used to simulate the formation of skeleton and voids structures of asphalt concrete of different gradations of aggregates. The optimum gradation could be determined by manipulating the particle locations and orientations and placing smaller particles in the voids among larger particles. This method aims at an optimum gradation, which has been achieved through experimental methods. However, this method takes the mechanical properties or performance of the mixture into consideration, such as inter-aggregate contacts and local stability. A simple visco-elastic model was applied to model the contacts between asphalt binder and aggregates. The surface texture of an aggregate particle can be taken into consideration in the inter-particle contact model. The void content before compactions was used to judge the relative merits of a gradation. Once a gradation is selected, the Voids in Mineral Aggregate (VMA) can be determined. For a certain air void content, the mastics volume or the binder volume or the asphalt content can be determined via a digital compression test. The surface area of all the aggregates and the film thickness can be then calculated. The asphalt content can also be determined using an alternative approach that is based on modeling the inter-particle contact with an asphalt binder layer. In this study, considering the necessity of preservation of the compaction temperature, the effect of various temperatures on Hot Mix Asphalt (HMA) samples properties has been evaluated. As well, to evaluate the effect of this parameter on different grading, two different grading have been used and samples were compacted at various temperatures. Air voids also influence pore water pressure and shrinkage of asphalt binder and mixture significantly. The shrinkage is measured on a digital model that represents beams in a steel mold and is defined as the linear autogenous deformation at horizontal direction.
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Nanagiri, Yamini Varma. "Development of a rational method of designing hot mix asphalt (HMA) for low volume roads." Link to electronic thesis, 2005. http://www.wpi.edu/Pubs/ETD/Available/etd-01055-115823/.

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Sangiorgi, Luca. "Nuovi calcestruzzi geopolimerici: Mix design, caratterizzazione e fattibilita in cantiere." Bachelor's thesis, Alma Mater Studiorum - Università di Bologna, 2015. http://amslaurea.unibo.it/9201/.

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I cambiamenti climatici dovuti all’immissione in atmosfera dei gas serra costringono alla ricerca di possibili soluzioni per la loro riduzione. Una risposta potrebbe essere rappresentata dall’impiego di calcestruzzi geopolimerici in quanto riducono notevolmente l’emissione in atmosfera di anidride carbonica rispetto ai calcestruzzi tradizionali. In letteratura sono numerosi gli studi di calcestruzzi geopolimerici realizzati mediante trattamenti termici applicati dopo le operazioni di confezionamento. Pochissime sono invece le ricerche effettuate su calcestruzzi geopolimerici prodotti senza trattamenti termici; in questa tesi sperimentale si è voluto indagare quest’ultimo tipo di conglomerati. In particolare si è studiato il mix design del calcestruzzo geopolimerico partendo dalla formulazione del calcestruzzo tradizionale. Da subito si è posto il problema di quale agente riduttore di acqua utilizzare. Pertanto è stata predisposta una sperimentazione di diversi tipi di fluidificanti e superfluidificanti su campioni di malta geopolimerica. In seguito sono stati testati diversi conglomerati geopolimerici con propri mix design, derivati in parte da esempi in letteratura, al fine di conseguire un accettabile valore di resistenza meccanica a compressione. Nella prospettiva di un possibile utilizzo in cantiere è stata indagata con particolare attenzione, la lavorabilità delle malte e dei calcestruzzi geopolimerici attraverso prove di consistenza, ponendola in relazione alle malte e i calcestruzzi cementizi. Sono state inoltre analizzate le caratteristiche dei materiali prodotti allo stato indurito, quali densità, assorbimento di acqua, modulo elastico e resistenza meccanica. Infine, è stata analizzata la fattibilità di un possibile utilizzo in cantiere.
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Blanková, Barbora. "Analýza komunikace v procesu změny korporátní identity organizace." Master's thesis, Vysoká škola ekonomická v Praze, 2013. http://www.nusl.cz/ntk/nusl-193751.

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The topic of the thesis is a change of corporate identity of the company and role of communication during this process. There are components of corporate identity and relationship between corporate identity, image and reputation described in the thesis. Furthermore it is dedicated to integrated marketing communication, internal communication and role of communication in change management. The theoretical knowledge is applied on company Nicoll Česká republika, s.r.o. which have been coming through the changes of name and corporate identity since January 2015. The main goal is to describe in detail and analyze the process of this change from the preparation phase to realization with respect on communication, evaluate this communication and suggest further recommendations. The analysis contains of description of the company including former communication mix, furthermore there is a description and analysis of changes and also analysis and evaluation of communication. In the end of the thesis there are summarized the main problems connected with the changes and also key mistakes, which were done in communication. Finally it suggests further steps for future.
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Books on the topic "Mix design"

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Bonaquist, Ramon F. Mix design practices for warm mix asphalt. Washington, D.C: Transportation Research Board, 2011.

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Bonaquist, Ramon. Mix Design Practices for Warm-Mix Asphalt. Washington, D.C.: National Academies Press, 2011. http://dx.doi.org/10.17226/14488.

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Jean-Charles, Gaté, ed. Design: La stratégie produit. Paris: Eyrolles, 1993.

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Janssen, Donald J. PCC mix design: Final report, Research Project GC8286, Task 1, PCC Mix Design. [Olympia, Wash.?]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1989.

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Thomas, Lindsay. Mix and match gardening. Hauppauge, NY: Barron's Educational Series, 1998.

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Mix and match gardening. London: B.T. Batsford, 1998.

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Asphalt materials and mix design manual. Westwood, N.J: Noyes, 1998.

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Christensen, Donald W. Volumetric requirements for Superpave mix design. Washington, D.C: Transportation Research Board, 2006.

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Limited, Quarto Publishing, ed. Mix & match. New York, N.Y: Van Nostrand Reinhold, 1990.

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Prakash, K. Mix & match: Trends and traditions. Bombay: Design Point, 1993.

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Book chapters on the topic "Mix design"

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Talen, Emily, and Sungduck Lee. "Mix." In Design for Social Diversity, 101–24. Second edition. | New York: Routledge, 2017.: Routledge, 2018. http://dx.doi.org/10.4324/9781315442846-8.

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Soutsos, Marios, and Peter Domone. "Concrete mix design." In Construction Materials, 249–58. Fifth edition. | Boca Raton : CRC Press, [2017]: CRC Press, 2017. http://dx.doi.org/10.1201/9781315164595-25.

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Islam, M. Rashad. "Concrete Mix Design." In Civil Engineering Materials, 99–146. First edition. | Boca Raton, FL : CRC Press/Taylor & Francis Group, 2020.: CRC Press, 2020. http://dx.doi.org/10.1201/9780429275111-4.

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Islam, M. Rashad. "Asphalt Mix Design." In Civil Engineering Materials, 195–248. First edition. | Boca Raton, FL : CRC Press/Taylor & Francis Group, 2020.: CRC Press, 2020. http://dx.doi.org/10.1201/9780429275111-7.

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Janamian, Kambiz, and José B. Aguiar. "Concrete Mix Design." In Concrete Materials and Technology, 225–62. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003384243-9.

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Polis, Matthew, and Peter Rea. "The Final Mix." In A Filmmaker’s Guide to Sound Design, 150–55. New York: Routledge, 2023. http://dx.doi.org/10.4324/9780429285387-8.

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Mallick, Rajib B., and Tahar El-Korchi. "Mix and Structural Design of Asphalt Mix Layers." In Pavement Engineering, 345–403. 4th ed. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/b23274-12.

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Hillman, Neil. "The Mix Stems." In Foundations in Sound Design for Linear Media, 129–51. New York : Routledge, 2019. | Series: Sound design series; volume 1: Routledge, 2019. http://dx.doi.org/10.4324/9781315106335-5.

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Pepe, Marco. "Mix Design Formulation for RAC." In A Conceptual Model for Designing Recycled Aggregate Concrete for Structural Applications, 157–67. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-26473-8_8.

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Mallick, Rajib B., and Tahar El-Korchi. "Mix Design and Structural Design for Concrete Pavements." In Pavement Engineering, 467–524. 4th ed. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/b23274-16.

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Conference papers on the topic "Mix design"

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Zhu, Hanqing, Keren Zhu, Jiaqi Gu, Harrison Jin, Ray T. Chen, Jean Anne Incorvia, and David Z. Pan. "Fuse and Mix." In ICCAD '22: IEEE/ACM International Conference on Computer-Aided Design. New York, NY, USA: ACM, 2022. http://dx.doi.org/10.1145/3508352.3549449.

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Gheorghiu, Octavian. "Mix Reality, Data and Experiences." In Design Computation Input/Output 2022. Design Computation, 2022. http://dx.doi.org/10.47330/dcio.2022.pepg4740.

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The workshop will explore the workflow of preparing and transferring data from CAD packages to the Unity Game engine. A 3d model of a house will be prepared for the mix reality experiences, going through the process of optimising the model geometry, adding textures and optimising the output required for mobile devices. In the game engine, we will prepare a diorama model that can be shared either as an augmented reality experience or as a virtual reality experience. We will be exploring how to add time base effects and create a user interface for the mix reality experiences.
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Huang, Xiao-lin. "SMA-13 Target Mix Design." In 2011 Second International Conference on Digital Manufacturing and Automation (ICDMA). IEEE, 2011. http://dx.doi.org/10.1109/icdma.2011.271.

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Dagnino, Aldo. "An Intelligent Concrete Mix Design System." In ASME 1999 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1999. http://dx.doi.org/10.1115/detc99/eim-9013.

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Abstract This paper describes the development and implementation of a computerized knowledge-based system (SmartMix) that provides assistance to concrete mix designers by automatically generating designs of concrete mixes. These concrete mixes can be used for the construction of power plants, buildings, bridges, etc. The generation of designs by SmartMix is based on current design practices and heuristic rules. SmartMix incorporates current empirical data and its knowledge base can be expanded to include data gathered in the future. SmartMix is a fully operational system and has been designed taking into account the existence of several concrete plants geographically distributed that produce concrete mixes. This is an important consideration because different materials will be available depending on the geographic location of a particular plant. The mix design provided by SmartMix addresses the specific requirements and characteristics of the concrete plant that is to produce it. SmartMix was built using a knowledge-based systems environment called Smart Elements from Neuron Data. The system’s domain expertise consists of heuristic knowledge, statistical information and intelligent objects. The system has improved the reliability and consistency of the new concrete mix designs and has reduced dramatically the time and cost associated with the design of concrete mixes with respect to the manual process. The development of SmartMix was completed in 1995 as a result of a Joint Research Venture project between Pildysh Engineering Inc. and the Alberta Research Council. SmartMix has been in use since the fall of 1995 and is currently being used by Pildysh Engineering Inc. as a primary tool for the design of concrete mixes. Substantial cost savings and quality improvement have been achieved as a result of the implementation of SmartMix.
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Zoorob, S., K. Hassan, and A. Setyawan. "Cold mix, cold laid semi-flexible Grouted Macadams, mix design and properties." In Proceedings of the Fourth European Symposium on Performance of Bituminous and Hydraulic Materials in Pavements, Bitmat 4. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2017. http://dx.doi.org/10.4324/9780203743928-18.

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Peng, T., and Y. P. Song. "Design of aggregate mix proportion in an asphalt mix based on JavaEE." In International Conference on Artificial Intelligence and Industrial Application. Southampton, UK: WIT Press, 2015. http://dx.doi.org/10.2495/aiia140421.

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Li, Jiusu. "Mix Design of Pervious Recycled Concrete." In GeoHunan International Conference 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41047(354)15.

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Ingale, Ajinkya, and Amit Goel. "Warm Mix design for Stone Matrix Asphalt." In Annual International Conference on Architecture and Civil Engineering (ACE 2016). Global Science & Technology Forum ( GSTF ), 2016. http://dx.doi.org/10.5176/2301-394x_ace16.139.

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He, Tusheng, Xuguang Zhao, Sanyin Zhao, Zaibo Li, and Yunlong Lin. "Mix Design Method of Concrete Permeable Brick." In Fourth International Conference on Transportation Engineering. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413159.001.

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"Concrete Mix Design Development for Offshore Structures." In "SP-337: Offshore and Marine Concrete Structures: Past, Present, and Future". American Concrete Institute, 2020. http://dx.doi.org/10.14359/51724548.

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Reports on the topic "Mix design"

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Badaruddin, Shakor, and Thomas White. Asphalt Mix Design and performance. West Lafayette, IN: Purdue University, 1995. http://dx.doi.org/10.5703/1288284313148.

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Deshpande, Yogini, and Jan Olek. Dowel Bar Retrofit Mix Design and Specification. Purdue University, August 2012. http://dx.doi.org/10.5703/1288284314859.

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Hanson, Mark P. Superpave Level One Mix Design at the Local Government Level. Fort Belvoir, VA: Defense Technical Information Center, December 1999. http://dx.doi.org/10.21236/ada372270.

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Meissen, Justin, Dave Williams, and Laura Jackson. Cost-Effective Native Seed Mix Design and First-Year Management. Ames: Iowa State University, Digital Repository, 2017. http://dx.doi.org/10.31274/farmprogressreports-180814-1632.

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Thompson, Marshall, and David Lippert. Flexible Pavement Design (Full-depth Asphalt and Rubblization): A Summary of Activities. Illinois Center for Transportation, July 2021. http://dx.doi.org/10.36501/0197-9191/21-021.

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This report summarizes activities undertaken to support and ensure that the Illinois Department of Transportation utilizes the best demonstrated available technology for design and construction of full-depth hot-mix asphalt (HMA) pavements and HMA pavements on rubblized Portland cement concrete pavement (PCCP). To achieve this goal, the researchers reviewed pavement design and special provisions for full-depth asphalt and rubblization projects as well as full-depth asphalt and rubblization project performance via condition surveys and deflection measurements. They also modified design inputs as needed from the review of literature and responded to specific issues related to full-depth asphalt and rubblization design and construction. The researchers studied 32 rubblization projects on the interstate system and found this rehabilitation technique is providing good to excellent performance that exceeds design expectations. They provided input on proposed changes to full-depth hot-mix asphalt pavement on rubblized PCCP specifications as well as provided input on the RoadTec 1105e material transfer device. Analysis of traffic speed deflectometer data obtained on several hot-mix asphalt and rubblized pavements resulted in the development of analysis algorithms.
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Amendt, P. Double-shell target design for the NIF: Noncryogenic ignition and nonlinear mix studies for Stockpile Stewardship. Office of Scientific and Technical Information (OSTI), February 2004. http://dx.doi.org/10.2172/15013925.

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Ali, Ayman, Ahmed Saidi, Yusef Mehta, Christopher DeCarlo, Mohamed Elshear, Benjamin Cox, and Wade Lein. Development and validation of a balanced mix design approach for CIR mixtures using full-scale testing. Engineer Research and Development Center (U.S.), October 2022. http://dx.doi.org/10.21079/11681/45704.

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The main goal of this study was to improve the performance of cold in-place recycling (CIR) mixtures by using a balanced mix design (BMD) approach. This study involved preparing and testing CIR mixtures in the lab at varying contents of bituminous additives and constant content of 1% ce-ment and 3% water. Eight combinations of CIR mixtures were produced for this study using two binders (emulsion and foamed asphalt), compaction efforts (30 and 70 gyrations), and curing processes (72 hours at 140°F and 50°F). Results showed that asphalt pavement analyzer, semicircular bend, and indirect tensile strength tests presented the highest correlation with the change of binder contents. The study successfully used the developed BMD for designing CIR mixtures and selecting their optimum binder contents. It then used three balanced CIR mixtures to construct full-scale pavement sections to validate the BMD approach in the field. A heavy vehicle simulator was used to apply different accelerated loadings on each section. Results showed that the CIR section with 2% binder presented the best rutting performance under truck loading and the highest rutting susceptibility under aircraft loading. Conversely, the CIR section with 3% binder presented the highest cracking resistance under both truck and aircraft loading.
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Al-Qadi, Imad, Aravind Ramakrishnan, Zehui Zhu, Izak Said, Greg Renshaw, Hasan Ozer, and Ramadan Salim. Optimized Hot-Mix Asphalt Lift Configuration for Performance. Illinois Center for Transportation, May 2023. http://dx.doi.org/10.36501/0197-9191/23-006.

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Researchers conducted eight large-scale laboratory tests to assess the combined impact of hot-mix asphalt (HMA) overlay mix and thickness on its performance to control reflective cracking. Bonding efficiency, flexibility, and stiffness of the HMA mix as well as overlay thickness significantly affect an overlay’s performance against reflective cracking. Researchers developed a generalized 3D finite-element model to predict an overlay’s reflective cracking potential and generated a database of 128 cases. They also developed a data-driven surrogate model to predict reflective cracking potential that engineers can easily use. Life-cycle cost analysis of overlay alternatives was performed using Illinois Department of Transportation’s unit prices from contracts between 2018 and 2019. The researchers identified optimal overlay configurations to control reflective cracking. An overlay composed of a 1.5 in (38.1 mm) SMA-9.5 or 1.25 in (31.8 mm) IL-9.5FG surface course and a 0.75 in (19.1 mm) IL-4.75 binder course had the lowest annual cost per mile among non-interstate projects. For interstate projects, an overlay composed of a 2 in (50.8 mm) SMA-12.5 surface course and a 2.25 in (57.2 mm) IL-19.0 binder course was the most cost-effective. The study concluded that to control reflective cracking and to reduce life-cycle cost, an overlay composed of an SMA-9.5 surface course and an IL-4.75 binder course is recommended for non-interstate projects. An IL-9.5FG surface course and an IL-4.75 binder course are suggested for low-volume and low-speed roads. For interstate projects, an overlay comprised of an SMA-12.5 surface course and an IL-19.0 binder course is recommended. A data-driven surrogate model may be used to design overlay thicknesses.
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Nakagawa, P. Soil Stabilization/Solidification Grout Mix Design Study for the C-, K-, L-, and P-Reactor Seepage Basins Closure Final Report. Office of Scientific and Technical Information (OSTI), July 2002. http://dx.doi.org/10.2172/799463.

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El Badawy, Amro, and Ashraf Rahim. Evaluation of Nanoclay Additives for Improving Resistance to Moisture Damage in Hot Mix Asphalt (HMA). Mineta Transportation Institute, January 2023. http://dx.doi.org/10.31979/mti.2023.2151.

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Transportation has an enormous impact on the U.S. economy and on the lives of all Americans. Many modes of transportation rely on pavement, but pavement conditions deteriorate over time because of the combined effects of traffic and climate. Exposure to moisture often causes premature failure of asphalt pavements as it reduces the stiffness of the asphalt and enables stripping of the asphalt from the aggregate. This research evaluates the effectiveness of clay nanomaterials (i.e., nanoclays) in improving the resistance of hot mix asphalt (HMA) to moisture damage and compares the enhancement results to anti-stripping additives commonly used in pavement construction. Two types of surface-modified nanoclay, lime-treated aggregate, and two amine-based liquid antistripping agents (HP Plus and LOF 6500) were evaluated for improving HMA’s moisture resistance. All additives tested for reducing moisture damage resulted in dry and wet tensile strength of the modified mixes higher than the minimum specified by Caltrans 2018 Standard Specifications (100 psi for dry tensile strength and 70 psi for wet tensile strength). The Tensile Strength Ratio (TSR) of all HMA modified mixes was higher than 0.80, which is the minimum specified by the Superpave mix design method (Asphalt Mix Design Methods MS-2, Asphalt Institute) and exceeded the TSR of the control mix. The TSR for HMA mixes modified using nanoclays were comparable to those for HMA mixes modified using liquid antistripping and lime slurry treated aggregate. Liquid antistripping agents tested herein were the least costly additive at an approximately $2.0/ton added cost. This research can be used to better understand pavement deterioration to enable the most efficient and cost-effective construction and preservation of our nation's critical transportation infrastructure.
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