Auswahl der wissenschaftlichen Literatur zum Thema „Mortier – Additifs“
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Zeitschriftenartikel zum Thema "Mortier – Additifs"
Castillo, Percy, Julián Salas, M. Isabel Sánchez de Rojas und Janer Veras. „Empleo de cenizas de cáscara de arroz como adiciones en morteros“. Materiales de Construcción 36, Nr. 203 (30.09.1986): 21–39. http://dx.doi.org/10.3989/mc.1986.v36.i203.888.
Der volle Inhalt der QuelleŞİMŞEK, Nimet, und İsmail KILIÇ. „POLİPROPİLEN ELYAF KATKILI HORASAN HARCININ ÖZELLİKLERİNİN ARAŞTIRILMAS“. Euroasia Journal of Mathematics, Engineering, Natural & Medical Sciences 8, Nr. 19 (26.12.2021): 72–82. http://dx.doi.org/10.38065/euroasiaorg.911.
Der volle Inhalt der QuelleSilva, Diogo FM, Ivo MF Bragança, Carlos MA Silva, Luis M. Alves und Paulo AF Martins. „Joining by forming of additive manufactured ‘mortise-and-tenon’ joints“. Proceedings of the Institution of Mechanical Engineers, Part B: Journal of Engineering Manufacture 233, Nr. 1 (27.07.2017): 166–73. http://dx.doi.org/10.1177/0954405417720954.
Der volle Inhalt der QuelleLawrence, Philippe, und Erick Ringot. „Prise en compte des additions minérales dans le calcul des résistances de mortiers“. Revue Française de Génie Civil 4, Nr. 4 (Januar 2000): 525–42. http://dx.doi.org/10.1080/12795119.2000.9692285.
Der volle Inhalt der QuelleLaMothe, Jeremy M., Josh R. Baxter, Sydney C. Karnovsky, Conor I. Murphy, Susannah Gilbert und Mark C. Drakos. „Syndesmotic Injury Assessment With Lateral Imaging During Stress Testing in a Cadaveric Model“. Foot & Ankle International 39, Nr. 4 (21.12.2017): 479–84. http://dx.doi.org/10.1177/1071100717745660.
Der volle Inhalt der QuelleZong, Guanggong, Jinjiang Zhou, Mengyan Zhang, Yanqiu Ma, Yang Zhao, Xiaoyan He, Jianxiu Hao und Fangfang Wang. „Effect of Mortise and Tenon Structure on the Properties of Wood Flour Polyvinyl Chloride-Laminated Veneer Lumber Co-Extruded Composites“. Polymers 15, Nr. 9 (30.04.2023): 2151. http://dx.doi.org/10.3390/polym15092151.
Der volle Inhalt der QuelleBelmahi, Samir, Mohammed Zidour und Tayeb Bensatllah. „Mechanical behavior of mortars composed of a mixture of cement and lime stone filler“. Lebanese Science Journal 19, Nr. 1 (27.04.2018): 95–104. http://dx.doi.org/10.22453/lsj-019.1.095-104.
Der volle Inhalt der QuelleYang, Deshan, Ming Xu und Zhongfan Chen. „Experimental study on the reinforcement methods and lateral resistance of mortise-tenon jointed traditional timber frames“. BioResources 16, Nr. 2 (20.04.2021): 4039–51. http://dx.doi.org/10.15376/biores.16.2.4039-4051.
Der volle Inhalt der QuelleBessa, Anissa, Jean-Philippe Bigas und Jean-Louis Gallias. „Méthode d'évaluation de l'effet des additions minérales sur le besoin en eau et l'adjuvantation des mortiers“. Revue Française de Génie Civil 8, Nr. 2-3 (Februar 2004): 181–201. http://dx.doi.org/10.1080/12795119.2004.9692602.
Der volle Inhalt der QuelleSuh, Jae Wan, Sunghyun Kim und Hyun-woo Park. „Clinical Significance of Lateral Ankle Radiograph after the Reduction of a Syndesmosis Injury“. Foot & Ankle Orthopaedics 3, Nr. 3 (01.07.2018): 2473011418S0047. http://dx.doi.org/10.1177/2473011418s00470.
Der volle Inhalt der QuelleDissertationen zum Thema "Mortier – Additifs"
Messan, Adamah. „Contribution à l'étude du comportement au très jeune âge des structures minces en mortier“. Montpellier 2, 2006. http://www.theses.fr/2006MON20159.
Der volle Inhalt der QuelleEl, boukhari Mohamed. „« Analyse expérimentale du comportement mécanique et thermiqued'un béton et d'un mortier allégés par des grignons d'olives : Application au bâtiment »“. Electronic Thesis or Diss., Reims, 2023. http://www.theses.fr/2023REIMS040.
Der volle Inhalt der QuelleThe management of agricultural waste and the promotion of sustainable building materials offer many considerable benefits. By integrating sustainable practices into the construction sector, we have the ability to reduce our ecological footprint by limiting the excessive exploitation of natural resources. The research conducted in this study aims to develop a lightweight structural concrete and cement mortar using organic olive pomace aggregates. Two types of aggregates were used, depending on whether they were mixed with or without olive mill wastewater. The main objective of this study is to experimentally evaluate the mechanical and thermal properties of lightened concrete and mortar specimens in comparison with ordinary concrete and mortar specimens. They were prepared using dry and saturated olive pomace aggregates, with a percentage substitution of natural sand ranging from 0% to 15%. The results showed that the optimal formulation for producing lightweight concrete consists of 5% dry olive pomace aggregates mixed with olive mill wastewater. This formulation offers better mechanical properties, including a compressive strength of 25 MPa, a tensile strength of 4.61 MPa, and a dynamic modulus of elasticity of 44.39 GPa. Additionally, the resulting material has a reduced dry bulk density, leading to a decrease of approximately 5.69% compared to the reference concrete. For cement mortar, the best results were obtained with a mixture containing 5% dry olive pomace aggregates mixed with olive mill wastewater. The results showed a marginal effect on compressive strength (Rc), reaching 33.50 MPa after 28 days of curing. However, for both concrete and mortar, microstructural analysis revealed weak adhesion between olive pomace aggregates and the cement matrix at the Interfacial Transition Zone. Experimental tests also showed that increasing the content of olive pomace aggregates reduces the ultrasound propagation velocity and the dynamic modulus of elasticity of lightweight concrete and mortar, as well as their workability, while increasing their porosity.As regards the thermal properties of the developed materials, the incorporation of olive pomace aggregates led to an improvement in thermal resistance. In the case of lightweight concrete with 5% of dry olive pomace aggregates mixed with olive mill wastewater, the thermal conductivity (λ) decreased from 1.3 W/m·K (for the control specimen) to 0.86 W/m·K. In the case of cement mortar containing 5% of dry olive pomace aggregates mixed with olive mill wastewater, the thermal conductivity (λ) decreased from 1.1 W/m·K (control specimen) to 0.87 W/m·K. In conclusion, this study revealed that the materials developed and tested under laboratory conditions meet the required standards for general use in construction
Baz, Bilal. „Influence of the fresh state properties of 3D printable concrete on the steel-concrete bonding and durability“. Thesis, Ecole nationale supérieure Mines-Télécom Lille Douai, 2020. http://www.theses.fr/2020MTLD0003.
Der volle Inhalt der QuelleCurrently, the latest technique being introduced to the construction field is known as Additive Manufacturing or 3D printing. Many challenges encounter this technique, notably the fresh and hardened state properties of the cementitious material used for 3D printing; and the reinforcement strategy to provide ductility and tensile capacity for structural elements.This thesis deals with the effect of the material’s fresh state properties on the hardened state and mechanical response of 3D printed elements. Initially, the work has started by formulating new printable mixes and testing their rheological properties; in particular their thixotropic behavior, depending on the material’s yield stress variation over a certain period of time. After then, the results were linked to the mechanical and hardened state performance of 3D printed elements. Thus, a better understanding of the effect of certain chemical and mineral admixtures on the thixotropic behavior of the mix was carried out. Then, the relation between the material’s rheology and thixotropic behavior with the bond developed between printed layers and reinforcing bars has been exposed, and the effect of the layers direction with respect to the steel bar on the quality of the bond was further assessed. At last, this research includes a microstructural characterization of 3D printed materials, as well as a durability assessment of the printed elements performance when subjected to sulfuric acid attacks.More precisely, the yield stress evolution so-called thixitropic behavior was measured for different printable mixes over a certain period of time using the fall-cone penetrometer; and the effect of some chemical and mineral additives was considered. Herein, it was found that the material variables influence the structuration rate of the mix, but in different magnitudes. In particular, the addition of HRWR, Limestone filler and water content decrease the structuration rate of the material, whereas VMA increases it. Afterwards, the effect of the material’s rheology, printing method and layers direction with respect to steel bar, on the developed link have been studied through a series of pull-out tests done over printed elements made either manually using a laboratory device or using an automated printer. Herein, different mixes with different workabilities and thixotropic behaviors were used. Alongside, concrete layers were printed either parallel or perpendicular to the steel bar. The overall results showed that printed samples were able to develop an acceptable bond strength in comparison with the mold casted specimens. Implicitly, these results indicated first that the manual printing can be considered as a preliminary testing method to simulate the work of an actual printer; second, the material’s rheology did not majorly affect the bond with steel bars; third, parallel printed layers to the steel bar can still provide better bonding with it in comparison to that attained by the samples having perpendicular printed layers. As for the microstructural and durability assessment of 3D printed samples, different mixes were used to cover a wider range of material properties. Here, 3D printed samples were exposed to different concentrations of sulfuric acid, and the microstructure of the degraded and non-degraded samples was assessed. The results showed that concrete samples whether printed or not have the same performance when subjected to acid attack. In particular, printed samples did not show any sign of inter-layer weaknesses, neither at a micro nor macro scales. However, the only difference between a printed specimen and a non-printed one is that printed samples have a more spread pore size distribution and morphology, which is caused by printing parameters used
Kara-Ali, Ramdane. „Influence des additions minérales sur le besoin en eau et les résistances mécaniques des mélanges cimentaires“. Cergy-Pontoise, 2002. http://www.theses.fr/2002CERG0252.
Der volle Inhalt der QuelleFattahi, Salma. „Étude de l'autocicatrisation de mortiers contenant des additions réactives“. Thèse, Université de Sherbrooke, 2015. http://hdl.handle.net/11143/7588.
Der volle Inhalt der QuelleVitry, Solweig. „Additifs colloïdaux organiques de ciments alumineux auto-nivelants : synthèse, ineractions, contribution aux propriétés finales“. Lyon 1, 2004. http://www.theses.fr/2004LYO10274.
Der volle Inhalt der QuelleBadreddine-Bessa, Anissa. „Etude de la contribution des additions minérales aux propriétés physiques, mécaniques et de durabilité des mortiers“. Cergy-Pontoise, 2004. http://biblioweb.u-cergy.fr/theses/04CERG0305.pdf.
Der volle Inhalt der QuelleThis work proposes to quantify by a rigorous experimental methodology the effect of mineral additions on the water requirement and the superplasticizer requirement variation of mortars, their contribution to filling the porosity and to improving the mechanical strength, and their action to the transfer properties and to the chemical resistance in hard aggressive medium. The principal mixture proportion variables are the mineralogical nature, fineness and quantity of the addition, the cement type and proportioning. The obtained results show that the additions, independently of their nature and until a certain quantity, contribute to maintain the mortars transfer properties without forming a high volume of new hydrated products able to reduce open porosity. On the other hand, the additions nature and fineness are determining for their contribution to the mechanical strength development and in a lesser extent to the chemical resistance
Badreddine-Bessa, Anissa Gallias Jean-Louis. „Etude de la contribution des additions minérales aux propriétés physiques, mécaniques et de durabilité des mortiers“. [S.l.] : [s.n.], 2008. http://biblioweb.u-cergy.fr/theses/04CERG0305.pdf.
Der volle Inhalt der QuelleEngelaère, Charlotte. „Etude de valorisation des coproduits marins coquilliers sous forme d'additions et de granulats dans les matériaux cimentaires“. Caen, 2012. http://www.theses.fr/2012CAEN2053.
Der volle Inhalt der QuelleThis research work was born from a desire to manage waste shells produced by fishing and shellfish farming activities. In this purpose, a study of waste shells reusing in cementitious materials is envisaged. Three types of local shells are used: oyster, scallop and slipper limpet. Each of them is sorted, cleaned, crushed, sieved to obtain the grading fractions: 0/0,063 mm, 0,063/2 mm, 2/4 mm, 4/6,3 mm, 6,3/10 mm and 10/14 mm. Shells properties are determined to define their best potentialities and to comprehend their behavior in cementitious materials. The conclusions consolidate this reuse idea, and shells integration is studied in mortar and concrete, as additions, aggregates and fillers. The mortars results show that oyster and scallop shells are successful as additions, slipper limpet shells are better as aggregates. From a global point of view, the aggregates substitution by shells decreases workability and resistance of cementitious materials. Mortar and concrete were made with the same workability; an addition of water is thus necessary to maintain the workability and can explain the resistance decrease. A superplasticizer is then added to some concrete. Their resistances are 1. 1 to 1. 9 times more important than control concrete specimens. The microstructural analysis survey reveals that no new material seems to be formed; shells would thus have a role of filling in cement matrix. This research work confirms the possible and beneficial integration of shells as addition, fillers or aggregates into cementitious materials
Fogaça, Fabíola Helena dos Santos [UNESP]. „Efeito do tocoferol no desempenho e na estabilidade lipidica da tilápia nilotica (Oreochromis niloticus)“. Universidade Estadual Paulista (UNESP), 2006. http://hdl.handle.net/11449/86711.
Der volle Inhalt der QuelleCoordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
Universidade Estadual Paulista (UNESP)
A vitamina E é usada nas dietas com a finalidade de melhorar o crescimento, a resistência ao estresse e a doenças, assim como a sobrevivência de peixes. Também pode ser eficiente na conservação do pescado durante o processamento e estocagem, inibindo a degradação dos lipídios pela oxidação. O presente trabalho avaliou os efeitos antioxidantes da vitamina E in vivo e in vitro na qualidade final dos hambúrgueres produzidos com filés de tilápias congelados durante 0, 30, 60 e 90 dias. Foi utilizado um delineamento inteiramente casualizado, com seis tratamentos, em esquema fatorial 3x2, caracterizado pela suplementação de dois níveis de vitamina E nas dietas (100 e 200 mg / kg de ração) e o grupo controle (zero mg/kg de ração) e adição ou não de 100 ppm de vitamina E aos hambúrgueres, com quatro repetições. Os peixes, com peso médio inicial de 184,23 + 1,68g foram alimentados com as dietas experimentais durante 63 dias. Após esse período, foram abatidos e os filés processados em hambúrgueres. Foram avaliados os parâmetros de desempenho, composição centesimal e a oxidação lipídica, determinada pelas substâncias reativas ao ácido tiobarbitúrico (SRATB). Os resultados mostraram que não houve diferença significativa para as variáveis de ganho de peso, conversão alimentar e crescimento específico entre os tratamentos. A composição química variou dentro dos valores encontrados para pescados. O aumento do nível de vitamina E promoveu redução nos valores de SRATB das amostras em todos os intervalos de tempo, e que a adição in vivo da vitamina E protegeu os hambúrgueres da oxidação lipídica de forma mais eficiente do que a adição in vitro, sendo que a interação entre ambas resultou em maior redução nas taxas de oxidação.
Vitamin E is used in diets with the aim of enhancing growth, resistance to stress and pathology, and also fish survival. It can be efficient in fish conservation during processing and frozen storage, inhibiting lipid degradation from oxidation. The present work evaluated the antioxidant effects of vitamin E utilization in vivo and in vitro in the final quality of hamburgers made from tilapia filets during frozen storage over 3 months. A randomized design, in a 3x2 factorial scheme was utilized, which correspond to the two levels of diet vitamin E (100 and 200 mg / kg diet) and the control group (zero mg/kg diet) and addition or not of 100 ppm of vitamin E to the hamburgers, with four repetitions. The fishes, with initial weight 184.23 + 1.68 g, were fed the experimental diets for 63 days, after which they were killed and processed into hamburgers. The performance parameters analyzed were centesimal composition and lipid oxidation, determined by the thiobarbituric acid reactive substances (TBARS). The results showed no significant difference between treatments for weight gain, food conversion or specific growth. The chemical composition varied within the values found for fish. Increased vitamin E levels promoted reduction of TBARS values over all time intervals. This means values suggested that the addition in vivo of tocopherol protected the hamburgers from lipid oxidation more efficiently when compared to in vitro addition, but the interaction between both resulted in higher reduction in rate of oxidation.
Bücher zum Thema "Mortier – Additifs"
Vázquez, Fernando Triviño. Oclusión de poros por tratamiento químico. Madrid: Instituto de Ciencias de la Construcción Eduardo Torroja, 1992.
Den vollen Inhalt der Quelle findenV, Ramakrishnan. Latex-modified concretes and mortars. Washington, DC: Transportation Research Board, National Research Council, 1992.
Den vollen Inhalt der Quelle findenBean, Dennis L. Latex admixtures for Portland cement concrete and mortar. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1986.
Den vollen Inhalt der Quelle findenBean, Dennis L. Latex admixtures for Portland cement concrete and mortar. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1986.
Den vollen Inhalt der Quelle findenBean, Dennis L. Latex admixtures for portland cement concrete and mortar. Washington, D.C: U.S. Army Corps of Engineers. Dept. of the Army, 1986.
Den vollen Inhalt der Quelle findenDvorkin, Leonid, Vadim Zhitkovsky, Mohammed Sonebi, Vitality Marchuk und Yuri Stepasiuk. Improving Concrete and Mortar Using Modified Ash and Slag Cements. Taylor & Francis Group, 2020.
Den vollen Inhalt der Quelle findenDvorkin, Leonid, Vadim Zhitkovsky, Mohammed Sonebi, Vitality Marchuk und Yuri Stepasiuk. Improving Concrete and Mortar Using Modified Ash and Slag Cements. Taylor & Francis Group, 2020.
Den vollen Inhalt der Quelle findenDvorkin, Leonid, Vadim Zhitkovsky, Mohammed Sonebi, Vitality Marchuk und Yuri Stepasiuk. Improving Concrete and Mortar Using Modified Ash and Slag Cements. Taylor & Francis Group, 2020.
Den vollen Inhalt der Quelle findenFoley, John Miles. Getting Started: How to Surf the Pathways Project. University of Illinois Press, 2017. http://dx.doi.org/10.5406/illinois/9780252037184.003.0003.
Der volle Inhalt der QuelleUrquízar-Herrera, Antonio. The Foundations of an Antiquarian Literature for Islamic Architecture. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198797456.003.0006.
Der volle Inhalt der QuelleBuchteile zum Thema "Mortier – Additifs"
Dryja, Maksymilian. „Additive Schwarz Methods for Elliptic Mortar Finite Element Problems“. In Modelling and Optimization of Distributed Parameter Systems Applications to engineering, 31–50. Boston, MA: Springer US, 1996. http://dx.doi.org/10.1007/978-0-387-34922-0_3.
Der volle Inhalt der QuelleEl Abbaoui, Khalid, Issam Al Korachi, Md Tusher Mollah und Jon Spangenberg. „CFD Modelling of Mortar Extrusion and Path Planning Strategy at the Corner for 3D Concrete Printing“. In Springer Tracts in Additive Manufacturing, 173–83. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-32927-2_16.
Der volle Inhalt der QuelleGhosal, Mainak, und Arun Kumar Chakraborty. „Mechanical and Microstructural Characterization of Cement Mortar with Nanosilica Additions“. In Advanced Microscopy, 219–46. New York: Apple Academic Press, 2022. http://dx.doi.org/10.1201/9781003282044-11.
Der volle Inhalt der QuellePungercar, Vesna, Martino Hutz und Florian Musso. „3D Print with Salt“. In 3D Printing for Construction with Alternative Materials, 91–125. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-09319-7_5.
Der volle Inhalt der QuellePradhan, Shashwati Soumya, und Sunita Sahu. „Strength Improvement of Cement Mortar by the Addition of Ureolytic Microorganism“. In Lecture Notes in Civil Engineering, 887–95. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_79.
Der volle Inhalt der QuelleSantos, Rodrigo Felipe, Rita de Cássia Silva Sant’ana Alvarenga, Beatryz Mendes, José Maria Carvalho, Leonardo Pedroti und Afonso Azevedo. „Addition of Dregs in Mixed Mortar: Evaluation of Physical and Mechanical Properties“. In The Minerals, Metals & Materials Series, 419–27. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-72484-3_44.
Der volle Inhalt der QuelleAzevedo, A. R. G., D. L. Rocha, T. E. S. Lima, M. T. Marvila, E. B. Zanelato, J. Alexandre, S. N. Monteiro und H. Colorado. „Characterization of Mortar in Fresh State with the Addition of Açai Fiber“. In Characterization of Minerals, Metals, and Materials 2022, 247–55. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-92373-0_23.
Der volle Inhalt der QuelleDiwan, Anushree, Shiv Singh Patel, Ankit Pal, Ashutosh Dwivedi, J. P. Shukla, S. K. Panthi und Ramakant Agrawal. „Flow Characteristics of Cement Mortar with Varied Silica Fume for Additive Construction“. In Lecture Notes in Civil Engineering, 191–201. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2676-3_16.
Der volle Inhalt der QuelleAyed, Rabeb, Emiliano Borri, Gabriel Zsembinszki, Salwa Bouadila, Luisa F. Cabeza und Mariem Lazaar. „Use of Textile Fiber Waste to Improve the Thermal and Mechanical Performance of Cement-Based Mortar“. In Lecture Notes in Civil Engineering, 273–81. Cham: Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-57800-7_25.
Der volle Inhalt der QuelleVerian, Kho P., Jarron Ashcroft, Jim Ziemlaski, Tim Brodesser, Jonathan Ladouceur, Matthew D. Carli, Randall P. Bright und Eerik Maandi. „The Assessment of the Buildability and Interlayer Adhesion Strength of 3D-Printed Mortar“. In Standards Development for Cement and Concrete for Use in Additive Construction, 99–116. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2021. http://dx.doi.org/10.1520/stp163620200085.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Mortier – Additifs"
Strömberg, N. „Multi-Scale Topology Optimization of Bodies with TPMS-based Lattice Structures and Mortar Contact Interfaces“. In IVth International Conference on Simulation for Additive Manufacturing. CIMNE, 2023. http://dx.doi.org/10.23967/c.simam.2023.005.
Der volle Inhalt der QuelleLai, Guangxing, Jianli Yin, Yuanqiang Guo und Tianxing Lin. „Influence of clay composition in machine-made sand on the performance of mortar and concrete“. In Second International Conference on Medical Imaging and Additive Manufacturing (ICMIAM 2022), herausgegeben von Yusri Yusof. SPIE, 2022. http://dx.doi.org/10.1117/12.2636649.
Der volle Inhalt der QuelleJumate, E., D. Moldovan, R. Fechete und D. Manea. „NMR relaxometry study of plaster mortar with polymer additives“. In PROCESSES IN ISOTOPES AND MOLECULES (PIM 2013). AIP, 2013. http://dx.doi.org/10.1063/1.4833708.
Der volle Inhalt der QuelleYahya, Zarina, Rafiza Abd Razak, Mohd Mustafa Al Bakri Abdullah, Mohd Azrin Adzhar Rahim und Armia Nasri. „Rice husk (RH) as additive in fly ash based geopolymer mortar“. In 3RD ELECTRONIC AND GREEN MATERIALS INTERNATIONAL CONFERENCE 2017 (EGM 2017). Author(s), 2017. http://dx.doi.org/10.1063/1.5002415.
Der volle Inhalt der QuelleAbramenkova, G., A. Abramenkovs und M. Klavins. „Optimization of Radioactive Waste Cementation for Decommissioning of Salaspils Research Reactor“. In ASME 2011 14th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2011. http://dx.doi.org/10.1115/icem2011-59066.
Der volle Inhalt der QuelleLogbi, A., A. Kriker und Z. Snisna. „Effects of mineral additions on durability and physico-mechanical properties of mortar“. In TECHNOLOGIES AND MATERIALS FOR RENEWABLE ENERGY, ENVIRONMENT AND SUSTAINABILITY: TMREES16-Cnam. Author(s), 2017. http://dx.doi.org/10.1063/1.4976251.
Der volle Inhalt der QuelleHamada, Ruqaya F., und Awham M. Hameed. „Effect the addition of foam agent on some properties of cement mortar“. In 2ND INTERNATIONAL CONFERENCE ON MATERIALS ENGINEERING & SCIENCE (IConMEAS 2019). AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0000261.
Der volle Inhalt der QuelleRamdani, Muhammad Adzin Rifqi, M. Mirza Abdillah Pratama und Cynthia Permata Dewi. „Physical properties of fresh thin bed mortar using polyvinyl acetate-based additives“. In PROCEEDINGS OF THE 4TH INTERNATIONAL CONFERENCE ON GREEN CIVIL AND ENVIRONMENTAL ENGINEERING (GCEE 2023). AIP Publishing, 2024. http://dx.doi.org/10.1063/5.0204756.
Der volle Inhalt der QuelleKotb, M., M. Assas und H. Abd-Elrahman. „Effect of grounded bone powder addition on the mechanical properties of cement mortar“. In DESIGN AND NATURE 2010. Southampton, UK: WIT Press, 2010. http://dx.doi.org/10.2495/dn100181.
Der volle Inhalt der QuelleMokhtari, A., A. Kriker, H. Ouaggad und N. Merad. „Formulation and characterization of date palm fibers mortar by addition of silica fume“. In TECHNOLOGIES AND MATERIALS FOR RENEWABLE ENERGY, ENVIRONMENT AND SUSTAINABILITY: TMREES18. Author(s), 2018. http://dx.doi.org/10.1063/1.5039265.
Der volle Inhalt der QuelleBerichte der Organisationen zum Thema "Mortier – Additifs"
Bigl, Matthew, Samuel Beal und Charles Ramsey. Determination of residual low-order detonation particle characteristics from Composition B mortar rounds. Engineer Research and Development Center (U.S.), August 2022. http://dx.doi.org/10.21079/11681/45260.
Der volle Inhalt der QuelleNONLINEAR FINITE ELEMENT ANALYSIS OF ALL-STEEL BUCKLING RESTRAINED BRACES. The Hong Kong Institute of Steel Construction, September 2023. http://dx.doi.org/10.18057/ijasc.2023.19.3.5.
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