Relevant bibliographies by topics / Silica fume

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Silica fume'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Silica fume"

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Harits, Emil, Muhammad Fiqri Satria, Wattini Wattini, and Satriyo Utomo. "Perbandingan kuat tekan beton menggunakan pasir pantai dengan bahan aditif dan tanpa aditif serta perendaman air tawar dan air laut." Construction and Material Journal 7, no. 1 (2025): 13–24. https://doi.org/10.32722/cmj.v7i1.7362.

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Penelitian ini mengevaluasi pengaruh penambahan silica fume terhadap kekuatan tekan dan karakteristik beton. Silica fume, sebagai bahan tambah pozzolan, diketahui dapat meningkatkan kualitas beton melalui reaksi pozzolanik yang memperbaiki struktur mikro dan mengurangi porositas. Dalam penelitian ini, beton dengan kadar silica fume sebesar 6%, 7%, 8% dan 9% dari berat semen diproduksi dan diuji. Pengujian dilakukan pada umur 14 hari untuk menilai kekuatan tekan dan kepadatan beton. dengan peningkatan maksimum tercatat pada campuran dengan 8% silica fume. Beton merupakan bahan yang sangat penti
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Sopa N.R, Yra Maya, Sartika Nisumanti, and Denie Chandra. "Pengaruh Penambahan Silica Fume Terhadap Kuat Tekan Beton Fc’25." Publikasi Riset Orientasi Teknik Sipil (Proteksi) 5, no. 1 (2023): 1–6. http://dx.doi.org/10.26740/proteksi.v5n1.p1-6.

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Beton salah satu bahan utama dalam bidang kontstruksi. Bangunan insfrastruktur seperti gedung, jembatan, irigasi dan jalan semuanya menggunakan beton sebagai bahan utama. Silica fume adalah material pozzolan yang halus, berbentuk butiran, sangat kecil, mengandung senyawa silika dioksida (SiO2) dan alumina (Al2O3) yang berpengaruh dalam proses pengerasan pada beton. Penggunaan silica fume pada campuran beton dapat menghasilkan beton dengan kuat tekan yang tinggi. Penelitian ini bertujuan untuk mengetahui pengaruh penambahan silica fume dengan variasi kadar silica fume sebesar 10% dan 20%. Mengg
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Al-Soudany, Kawther. "Remediation of Clayey Soil Using Silica Fume." MATEC Web of Conferences 162 (2018): 01017. http://dx.doi.org/10.1051/matecconf/201816201017.

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This paper evaluates the use of silica fumes as modification of fine-grained soil in order to alter undesirable properties of the native soil and create new useful soils. Silica fume as well as clay material, are used in changing the engineering properties to be compatible and satisfying this is due to their pozzolanic reactivity. The study aims to investigate the uses of these materials in geotechnical engineering and to improve the properties of soils. Four percentages of silica fumes were used in the present study, which is 0, 3, 5 and 7%. Classification, specific gravity, compaction charac
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Tarru, Reni Oktaviani. "Studi Penggunaan Silica Fume Sebagai Bahan Pengisi (Filler) Pada Campuran Beton." Journal Dynamic Saint 3, no. 1 (2018): 472–85. http://dx.doi.org/10.47178/dynamicsaint.v3i1.271.

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Enter an abstract of up to 250 words for all articles. This is a concise summary of the whole paper, not just the conclusions, and is understandable without reference to the rest of the Silica fume merupakan produk sampingan (biproduct) dari suatu proses industri silicon metal. Silica fume mengandung kadar SiO2 yang tinggi dan merupakan bahan sangat halus, berbentuk butiran, sangat kecil, dan biasanya disePbut dengan mikro silika. Silica fume mengandung unsur SiO2 lebih dari 85% dengan demikian silica fume dapat dikategorikan sebagai pozzoland. Terdapat kelebihan tersendiri apabila kita menggu
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Sutriono, Bantot, Retno Trimurtiningrum, and Aditya Rizkiardi. "Pengaruh Silica Fume sebagai Subtitusi Semen terhadap Nilai Resapan dan Kuat Tekan Mortar (Hal. 12-21)." RekaRacana: Jurnal Teknil Sipil 4, no. 4 (2018): 12. http://dx.doi.org/10.26760/rekaracana.v4i4.12.

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ABSTRAKBeton dan mortar banyak digunakan sebagai bahan konstruksi di seluruh dunia. Meningkatnya permintaan beton dan mortar juga meningkatkan permintaan semen di pasar yang berdampak negatif bagi lingkungan. Industri semen menghasilkan sekitar 6 hingga 7 persen dari seluruh CO2 di seluruh dunia. Oleh karena itu, para peneliti mencoba mengembangkan gagasan tentangbeton ramah lingkungan, dengan mengurangi penggunaan semen dengan menggunakan bahan alternatif seperti silica fume. Silica fume adalah bahan pozzolan yang kaya akan silika dan dapat bereaksi kimia dengan kalsium hidroksida, membentuk
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Putra, Rivaldo Hartono, Laksmi Irianti, Surya Sebayang, and Ratna Widyawati. "Kuat Tekan Beton Mutu Tinggi Dengan Memanfaatkan Fly Ash dan Silica Fume Sebagai Bahan Pengisi." Jurnal Rekayasa Sipil dan Desain 10, no. 3 (2022): 501–16. https://doi.org/10.23960/jrsdd.v10i3.2760.

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Mengingat limbah sisa hasil pembakaran batu bara (fly ash) meningkat setiap tahunnya dan dapat menyebabkan dampak lingkungan yang cukup membahayakan terutama pada polusi udara dalam kehidupan sekitar, maka perlu dilakukan pemanfaatan fly ash sebagai bahan campuran beton. Dalam penelitian ini, penulis akanmelakukan pemanfaatan fly ash sebagai bahan pengganti sebagian semen dansilica fume sebagai bahan tambah untuk meningkatkan waktu setting time. Variasi fly ash yang digunakan adalah 0%, 5%, 10%, dan 15% dari berat total semen dan variasi silica fume yang digunakan adalah 5% dan 10% dengan wakt
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Şenol, Ahmet, and Arzu Guner. "Use of Silica Fume, Bentonite, and Waste Tire Rubber as Impermeable Layer Construction Materials." Advances in Civil Engineering 2023 (January 17, 2023): 1–12. http://dx.doi.org/10.1155/2023/7301343.

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To avoid the potential risks associated with all hazardous wastes, it is important that containment methods are intended to prevent the migration of liquid hazardous wastes or leaks containing hazardous components. Therefore, impermeable barriers were used to prevent contamination. In this study, geotechnical tests were performed on samples by mixing rubber and bentonite with silica fume at certain percentages. The aim of the experimental studies is to evaluate the applicability of certain proportions of silica fume, rubber, and bentonite mixtures as impermeable liner material. Possible cracks
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Muhammed, N., L. Shihab, and S. Sakin. "Ultimate Load of Different Types of Reinforced Self-Compacting Concrete Columns Attacked by Sulphate." Civil Engineering Journal 8, no. 10 (2022): 2069–83. http://dx.doi.org/10.28991/cej-2022-08-10-04.

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In this study, the effects of the partial immersion of sulphate attack on the ultimate load capacity of reinforced self-compacting concrete (SCC) columns and the sulphate attack resistance improvement using silica fume, steel fibres, and the combination of silica fume and steel fibres were assessed. Twelve short circular self-compacting reinforced concrete columns (0.150 m in diameter and 0.7 m long) were cast and divided into groups according to (1) the three acid-attack groups. The first group was tested without an acid attack (control). The second group was tested after 1 month of exposure
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Lin, Dong, and Zi Yun Wen. "Research on the Efficient Application of Silica Fume in High-Tech Cement-Based Materials." Advanced Materials Research 374-377 (October 2011): 1537–40. http://dx.doi.org/10.4028/www.scientific.net/amr.374-377.1537.

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The comparison experiments are carried out at different silica fume dosage between the silica fume with pre-treatment and the silica fume without pre-treatment. The results show that the pre-treatment of silica fume improved the strength greatly and the silica fume dosage corresponding to the strength peak somewhat moved forward from 0.20 for the cement-based materials with pre-treatment of silica fume to 0.21 for the cement-based materials without pre-treatment of silica fume. The particles distribution experiment results indicate that after the pre-treatment of silica fume, the average parti
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Shao, Di, Jianzhi Diao, Lijie Wang, and Long Li. "Effect of surface modification on the compressive properties of silica fume/polyurethane composites." Journal of Polymer Engineering 36, no. 8 (2016): 847–52. http://dx.doi.org/10.1515/polyeng-2015-0475.

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Abstract Silica fume was modified by a silane coupling agent (KH-550). The modified silica fume was further investigated to reinforce polyurethane (PU) composites. Unmodified and modified silica fume reinforced PU composites were prepared. Through the comparisons of Fourier transform infrared (FT-IR) spectroscopy, transmission electron microscopy (TEM) and scanning electron microscopy (SEM) of unmodified and modified silica fume, the agglomerations of silica fume particles were effectively prevented as KH-550 was grafted. The compressive strength of the modified silica fume/PU composites was l
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Dissertations / Theses on the topic "Silica fume"

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Brew, Daniel Robert Mitchell. "Impact of silica fume on cement performance." Thesis, University of Aberdeen, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.369734.

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Organic ion exchanger resin beads are widely used in nuclear waste technology for pond water cleanup. They accumulate radioactive Cs and Sr in service. For disposal, the beads are encapsulated in cement but their stabilisation in cement has been difficult to achieve. The ion exchangers uptake calcium and inbibe water, as a result of which they swell, cracking the cement. Nuclear Electric had previously commissioned work on non-swelling formulations. These consist of mixtures of sulfate-resisting Portland cement, calcium hydroxide and silica fume. However, concerns have been expressed about cem
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Al-Eesa, Azmi Sami Said. "Silica fume concrete in hot and temperate environments." Thesis, Loughborough University, 1990. https://dspace.lboro.ac.uk/2134/6829.

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his investigation deals with the influence of hot and temperate curing environments on the hardened properties of concrete and mortar mixes. Condensed silica fume was blended with OPC as a potential alternative cementitious material to plain OPC for use in the hot Iraqi climate, in an attempt to find a cement combination that would overcome some of the durability problems experienced when using a plain OPC concrete in such an environment. Throughout the investigation two curing environments were used: the first simulating the UK temperate climate and the second simulating the hot Iraqi climate
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Pun, Pierre Che Ho. "Influence of silica fume on chloride resistance of concrete." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp04/mq28837.pdf.

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Kashi, Mohsen Gholam-Reza. "Freeze-thaw durability of high strength silica fume concrete." Diss., Virginia Polytechnic Institute and State University, 1988. http://hdl.handle.net/10919/53942.

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Specimens from 27 batches of concrete with water to cementitious (cement plus silica fume) ratio of 0.25 to 0.32, with and without entrained air, were tested for freeze-thaw durability in accordance with ASTM C666, procedure A (freezing and thawing in water). In addition, another set of similar specimens were moist cured for 28 days instead of 14 days and tested in accordance with ASTM C666 , Procedure A to determine the effect of curing time on the freeze-thaw durability of high strength concrete. Results show that non air-entrained high strength concrete with water cementitious ratio of less
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Shehata, Medhat H. "The effects of fly ash and silica fume on alkali-silica reaction in concrete." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/NQ58597.pdf.

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El-Khatib, Jamal M. "Durability related properties of PFA, slag and silica fume concrete." Thesis, University of Aberdeen, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.315418.

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Concrete has the largest production of all man-made materials. Compared with other construction materials, it possesses many advantages including low cost, general availability of raw materials, low energy requirement and utilization under different environmental conditions. Therefore, concrete will continue to be the dominant construction material in the foreseeable future. However, durability of concrete and reinfored concrete structures are still of worldwide concern, so producing a good quality concrete which impedes the ingress of harmful substances into it is of paramount importance. Cem
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Tank, Suresh Bhagwanji. "The use of condensed silica fume in Portland cement grouts." Thesis, University College London (University of London), 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.307794.

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Claisse, Peter Arnold. "The properties and performance of high strength silica fume concrete." Thesis, University of Leeds, 1988. http://etheses.whiterose.ac.uk/3256/.

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Silicafume (SF) has been used as a partial replacement for cement in concrete and experiments have been carried out to measure the durability of the mixes. The SF mixes were made with 20% SF replacement of cement and waterlcement (wlc) ratios of 0.3 and 0.46. Three different curing conditions were used to simulate different site conditions and tests were carried out at 3,28 and 90 days after casting. The following properties were measuredfor the two SF mixes and the two control (OPC) mixes for each of the ages and curing conditions: corrosion rate of embedded steel by linear polarisation, elec
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Gans, Ira. "The production of ultrafine silica particles through a transferred arc plasma process /." Thesis, McGill University, 1986. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=65464.

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Boddy, Andrea M. "The effect of product form and silica content of silica fume on its ability to control alkali-silica reaction." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0028/MQ50329.pdf.

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Books on the topic "Silica fume"

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Rashad, Alaa M. Silica Fume in Geopolymers. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-33219-7.

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M, Malhotra V., ed. Condensed silica fume in concrete. CRC Press, 1987.

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Whiting, D. Silica fume concrete for bridge decks. National Academy Press, 1998.

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V, Lisichkin G., ed. Modifit͡s︡irovannye kremnezemy v sorbt͡s︡ii, katalize i khromatografii. "Khimii͡a︡", 1986.

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Douglas, E. Compilation of abstracts of papers from recent international conferences and symposia on condensed silica fume in concrete. Energy, Mines, and Resources Canada, Canada Centre for Mineral and Energy Technology, 1988.

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Pun, Pierre Che Ho. Influence of silica fume on chloride resistance of concrete. National Library of Canada, 1997.

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Boddy, Andrea M. The effect of product form and silica content of silica fume on its ability to control alkali-silica reaction. National Library of Canada, 2000.

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Elias, Wiliam Shila. Effects of silica fume on corrosion resistance of reinforced concrete. National Library of Canada = Bibliothèque nationale du Canada, 1991.

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Smith, Amanda J. Factors affecting the sulphate resistance of mortars containing slag and silica fume. National Library of Canada, 2002.

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Pashutinski, Igor. Mechanisms of improved sulphate resistance of concrete containing slag or silica fume. National Library of Canada, 1990.

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Book chapters on the topic "Silica fume"

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Lewis, Robert C. "Silica Fume." In RILEM State-of-the-Art Reports. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70606-1_3.

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Siddique, Rafat, and Mohammad Iqbal Khan. "Silica Fume." In Supplementary Cementing Materials. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17866-5_2.

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Ramezanianpour, Ali Akbar. "Silica Fume." In Springer Geochemistry/Mineralogy. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36721-2_4.

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Rashad, Alaa M. "Silica Fume as a Part of Precursor/An Additive." In Silica Fume in Geopolymers. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-33219-7_2.

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Rashad, Alaa M. "General Perspective and Suggestions for Upcoming Work." In Silica Fume in Geopolymers. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-33219-7_5.

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Rashad, Alaa M. "Silica Fume as an Activator Component." In Silica Fume in Geopolymers. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-33219-7_3.

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Rashad, Alaa M. "Introduction." In Silica Fume in Geopolymers. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-33219-7_1.

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Rashad, Alaa M. "Silica Fume as a Foaming Agent." In Silica Fume in Geopolymers. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-33219-7_4.

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Rashad, Alaa M. "General Remarks." In Silica Fume in Geopolymers. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-33219-7_6.

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Chen, Zhimin, Zheng Zhang, Mingyang Yi, Qianlong Yuan, Dianqiang Wang, and Junhui Liu. "Study on the Durability of Silica Fume Concrete in High Sulfate Environment of Plateau." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_2.

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AbstractTo investigate the effect of sulfate corrosion on the compressive strength of silica fume concrete under freeze-thaw conditions, different concretes with silica fume contents of 0%, 5%, 10%, and 15% were exposed to dry-wet erosion with 5% sulfate, freeze-thaw cycles with clear water, and dry-wet erosion with 5% sulfate followed by freeze-thaw cycles for a period of 75 days. The changes in compressive strength under different conditions and at different time intervals were analyzed. The results indicate that the extent of strength damage follows the order: dry-wet+freeze-thaw>freeze-
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Conference papers on the topic "Silica fume"

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Ullah, Zeeshan, Muhammad Khurram Rashid, Saima Shafi Ur Rehman, and Maryam Sadia. "The Impact of Silica Fume on the Properties of High-Strength Concrete: Enhancing Strength, Workability, and Durability." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-c0xt2l.

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Concrete is a fundamental component of many structures and the backbone of the construction industry. While normal-strength concrete is typically used for smaller projects, high-strength, and even ultra-high-strength concrete are increasingly employed in large-scale construction. This type of concrete provides greater structural strength and reduces costs by minimizing the size of structural members compared to normal-strength concrete. High-strength concrete offers additional benefits such as enhanced durability, reduced permeability, and improved resistance to environmental conditions. High-
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Kessler, R. J., R. G. Powers, W. D. Cerlanek, and A. A. Sagüés. "Corrosion Inhibitors in Concrete." In CORROSION 2003. NACE International, 2003. https://doi.org/10.5006/c2003-03288.

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Abstract This report discusses the behavior of various corrosion inhibitors for steel in concrete. Three commercially available inhibitors (two based on organic compounds and one calcium nitrite-based) were selected for detailed examination. Each inhibitor was evaluated in several types of concrete mix designs. The mixes included Portland cement concrete as the control, concrete admixed with silica fume, and concrete admixed wth fly ash for comparison. Non-destructive tests in progress of steel-reinforced concrete laboratory specimens are used to identify the time at which corrosion of the rei
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"Wet-Mix silica Fume Shotcrete: Effect of Silica Fume Form." In "SP-132: Fly Ash, Silica Fume, Slag, and Natural Pozzolans and Natural Pozzolans in Concrete - Proceedings Fourth Interna". American Concrete Institute, 1992. http://dx.doi.org/10.14359/1227.

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"Permeabilities of Silica Fume Concrete." In SP-108: Permeability of Concrete. American Concrete Institute, 1988. http://dx.doi.org/10.14359/2167.

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"Studies on Ferrocement Containing Silica Fume." In "SP-153: Fly Ash, Silica Fume, Slag, and Natural Pozzolans in Concrete Proceedings Fifth International Conference Milwauk". American Concrete Institute, 1995. http://dx.doi.org/10.14359/1101.

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"Improving Concrete Quality with Silica Fume." In SP-104: Lewis H. Tuthill International Symposium: Concrete and Concrete Construction. American Concrete Institute, 1987. http://dx.doi.org/10.14359/1630.

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Jamali, Masood, and Sanjeev Gupta. "Utilization of silica fume with fly ash and properties of Portland cement-silica fume-fly ash-concrete." In ADVANCEMENTS IN CIVIL ENGINEERING: COSMEC-2021. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0119884.

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Al-Rifaie, Wail, Abdalmjeed Alawaneh, Mohammed Al-Bajawi, and Waleed Ahmed. "Effect of Nano Silica on Compressive Strength of Concrete." In ASME 2018 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/imece2018-87799.

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In the present work, the use of nano silica fume in developing a compressive strength of concrete that can lead to improvement in concrete construction is carried out in the present work. One of the parameters considered is a number of curing days for measuring the compressive strength. The measured results demonstrate the increase in compressive. To achieve our goals, concrete cubes were cast and tested for compressive strength, all concrete sample has the same mixing ratio and sub-classified to standard, and Silica fume added by weight of cement (5%, 10%, 15%, 20% and 30%). The results show
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Chawakitchareon, Petchporn, and Natthapol Sresthaolarn. "Replacement of Silica Fume using Silica Waste for Mortar Production." In 14th Asia Pacific Confederation of Chemical Engineering Congress. Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-1445-1_828.

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"Study of Concrete Containing Silica Fume and Activated Amorphous Silica." In "SP-145: Durability of Concrete -- Proceedings Third CANMET - ACI International Conference, Nice, France 1994". American Concrete Institute, 1994. http://dx.doi.org/10.14359/4419.

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Reports on the topic "Silica fume"

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Burroughs, Jedadiah, Jason Weiss, and John Haddock. Influence of high volumes of silica fume on the rheological behavior of oil well cement pastes. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41288.

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Specialized classes of concrete, such as ultra-high-performance concrete, use volumes of silica fume in concrete that are higher than those in conventional concrete, resulting in increased water demand and mixing difficulty. This study considered the effects of eight different silica fumes in three dosages (10%, 20%, 30%) with three w/b (0.20, 0.30, 0.45) on rheological behavior as characterized by the Herschel-Bulkley model. Results indicated that the specific source of silica fume used, in addition to dosage and w/b, had a significant effect on the rheological behavior. As such, all silica f
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Han, Yoonjung, Jeffrey Bullard, Jedadiah Burroughs, Mine Ucak-Astarlioglu, and Jameson Shannon. Extending CEMHYD3D to simulate hydration of portland cement pastes with high volumes of silica fume. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/49196.

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Silica fume (SF) influences the hydration rate of Portland cement in different ways depending on the physical and chemical properties of the SF. This study reports the impact of SiO2 content (%), loss on ignition (%), and Brunauer–Emmett–Teller (BET) specific surface area on the hydration reaction of SF-cement paste mixtures. This study used five types of SFs with varying SiO2 content, loss on ignition (%), and particle morphology. Five SFs were mixed with Class H oil well cement at each of two different replacement levels (20% or 30% by mass), and the released heat of hydration was measured u
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Stutzman, Paul E., and James R. Clifton. Microstructural features of some low watersolids, silica fume mortars cured at different temperatures. National Institute of Standards and Technology, 1992. http://dx.doi.org/10.6028/nist.ir.4790.

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Douglas, E., and V. M. Malhotra. Compilation of-abstracts of papers from recent international conferences and symposia on condensed silica fume in concrete. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1989. http://dx.doi.org/10.4095/305078.

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Hartell, Julie, Matthew O’Reilly, and Hang Zeng. Measuring Transport Properties of Portland Cement Concrete Using Electrical Resistivity. Illinois Center for Transportation, 2023. http://dx.doi.org/10.36501/0197-9191/23-012.

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Although classification tables based on susceptibility to chloride ion permeability are recommended in AASHTO T 358, the classification levels with respect to durability parameters may or may not be adequate. Of interest for concrete pavement performance, this study verifies the recommended classification levels against standard durability testing such as corrosion, salt scaling, and freeze-thaw. The researchers conducted corrosion, salt scaling, and freeze-thaw durability tests in parallel with electrical surface resistivity testing to compare performance classifications for each method. Twen
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He, Rui, Na (Luna) Lu, and Jan Olek. Development of In-Situ Sensing Method for the Monitoring of Water-Cement (w/c) Values and the Effectiveness of Curing Concrete. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317377.

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As the most widely used construction material, concrete is very durable and can provide long service life without extensive maintenance. The strength and durability of concrete are primarily influenced by the initial water-cement ratio value (w/c), and the curing condition during the hardening process also influences its performance. The w/c value is defined as the total mass of free water that can be consumed by hydration divided by the total mass of cement and any additional pozzolanic material such as fly ash, slag, silica fume. Once placed, field concrete pavements are routinely cured with
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Khan, Saad A., Peter S. Fedkiw, and Gregory L. Baker. Composite polymer electrolytes using functionalized fumed silica: synthesis, rheology and electrochemistry. Office of Scientific and Technical Information (OSTI), 2002. http://dx.doi.org/10.2172/804908.

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Trautschold, Olivia Carol. Dynamic Moisture Sorption and Desorption in Fumed Silica-filled Silicone Foam. Office of Scientific and Technical Information (OSTI), 2016. http://dx.doi.org/10.2172/1321702.

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Khan, Saad A., Peter S. Fedkiw, and Gregory L. Baker. Composite polymer electrolytes using fumed silica fillers: synthesis, rheology and electrochemistry. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/761809.

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Zarr, Robert R., Thomas A. Somers, and Donn F. Ebberts. Room-temperature thermal conductivity of fumed-silica insulation for a Standard Reference Material. National Bureau of Standards, 1988. http://dx.doi.org/10.6028/nist.ir.88-3847.

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