Relevant bibliographies by topics / Consolidation layer

Contents

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

Academic literature on the topic 'Consolidation layer'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Consolidation layer"

1

Zhang, Dongliang, Guangqing Yang, Xiaodi Niu, Lu Zhang, and Zhijie Wang. "Study on Application Effect of Sand Consolidating Agent for the Slope of Highway Subgrade in Season Frozen Zone." Advances in Civil Engineering 2019 (November 21, 2019): 1–7. http://dx.doi.org/10.1155/2019/3716153.

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In deep season frozen areas, the solidified layer is easy to be destroyed due to the influence of freeze-thaw cycles after the surface layer of the sandy slope is solidified by chemical methods. In order to study the application effect of the new sand consolidating agent after solidifying sand body, the mechanism of strength formation was analyzed by scanning electron microscopy (SEM). The freeze-thaw cycle tests were carried out on sand consolidating samples. The direct shear tests and unconfined compressive strength tests were carried out before and after freeze-thaw cycles to analyze the fr
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Tham, Duong Hong. "Studying the consolidation settlement for multi-layered foundation concerning the change in compressibility within the settlement zones." HO CHI MINH CITY OPEN UNIVERSITY JOURNAL OF SCIENCE - ENGINEERING AND TECHNOLOGY 11, no. 1 (2022): 79–88. http://dx.doi.org/10.46223/hcmcoujs.tech.en.11.1.1450.2021.

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This paper deals with the approach of predicting the consolidation settlement for a multi-layered foundation concerning the change in the compressibility of the settlement layers. This non-linear problem is preliminarily solved by using the Massachusetts Institute of Technology’s (MIT’s) suggestion of approximation, according to which every two layers are converted into a single layer having an equivalent coefficient of consolidation Cv. This paper aims to further the solution by considering the variation of the permeability in the settlement zones of each compressible layer as a change in the
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Sysyn, Mykola, Olga Nabochenko, Vitalii Kovalchuk, and Ulf Gerber. "EVALUATION OF RAILWAY BALLAST LAYER CONSOLIDATION AFTER MAINTENANCE WORKS." Acta Polytechnica 59, no. 1 (2019): 77–87. http://dx.doi.org/10.14311/ap.2019.59.0077.

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The results of the study of the ballast layer consolidation after the work of ballast-tamping machines of different types are given in the article. The existing methods of determining the degree of consolidation of the ballast layer are analysed. The seismic method was improved by means of a complex dynamic and kinematic interpretation of the impulse response. For the dynamic interpretation with the use of statistical analysis, the features are selected so that they correspond to the degree of consolidation of the ballast layer. On the basis of researches, a device and software were developed
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Lv, Yifan, Wayne Thomas, Rodger Chalk, Andrew Hewitt, and Sarat Singamneni. "Experimental Evaluation of Polyphenylsulfone (PPSF) Powders as Fire-Retardant Materials for Processing by Selective Laser Sintering." Polymers 13, no. 16 (2021): 2704. http://dx.doi.org/10.3390/polym13162704.

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Additive manufacturing has progressed rapidly, and the unique attributes of the layer-wise material consolidation are attracting ever increasing application potentials in critical sectors such as medical and aerospace industries. A lack of materials options has been the main bottleneck for the much wider uptake of these promising new technologies. Inventing new material alternatives has been central to most of the research attention in additive manufacturing in recent times. The current research is focused on evaluating the polyphenylsulfone polymer powders for the first time as fire-resistant
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Meyer, Z., R. Coufal, M. Kowalów, and T. Szczygielski. "Peat Consolidation – New Approach." Archives of Civil Engineering 57, no. 2 (2011): 173–86. http://dx.doi.org/10.2478/v.10169-011-0013-5.

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Abstract The problem of consolidation of soil has been widely investigated. The basic approach was given by Terzaghi who assumed soil of constant physical and mechanical parameters. In the case of peat consolidation, the permeability coefficient of soil and the elasticity modulus are functions of the settlement which is an important additional factor. The model proposed here assumes varying the elasticity and permeability coefficients. Moreover, the settlement is described by the so-called elementary curve which was approximated empirically based upon laboratory tests. The model allows to cons
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Chen, Deqiang, Junhui Luo, Xianlin Liu, Decai Mi, and Longwang Xu. "Improved Double-Layer Soil Consolidation Theory and Its Application in Marine Soft Soil Engineering." Journal of Marine Science and Engineering 7, no. 5 (2019): 156. http://dx.doi.org/10.3390/jmse7050156.

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Marine soft soil foundation is a double-layer foundation structure with a crust layer and soft substratum. Moreover, it is common that there are various forms of drainage. Accordingly, based on Terzaghi’s consolidation theory and the continuous drainage boundary conditions theory of controllable drainage conditions, an improved double-layer soil consolidation theory considering continuous drainage boundary conditions was proposed. To improve the computational efficiency and accuracy, the Laplace transform and the Stehfest algorithm was used to deduce the numerical solution of the improved doub
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Xiao, Ming, and Chen Zhao. "Stability Analysis of Steel Lining at Pressure Diversion Tunnel Collapse Zone during Operating Period." Mathematical Problems in Engineering 2017 (2017): 1–14. http://dx.doi.org/10.1155/2017/3280414.

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At the collapse zone, the effects of the thickness of the consolidation grouting layer and the water pressure on the steel lining are vital to the stability of steel-lined pressure diversion tunnels. In this paper, a joint element and the load-sharing ratio of the consolidation layer are introduced to investigate the joint load-bearing characteristics of the steel lining and the consolidation layer and to determine a suitable consolidation layer thickness; a coupling method for simulating the hydromechanical interaction of the reinforced concrete lining is adopted to investigate the effect of
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Cao, Yupeng, Jian Yang, Guizhong Xu, and Jianwen Xu. "Analysis of Large-Strain Consolidation Behavior of Soil with High Water Content in Consideration of Self-Weight." Advances in Civil Engineering 2018 (September 20, 2018): 1–10. http://dx.doi.org/10.1155/2018/6240960.

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Based on the axisymmetric large-strain consolidation (ALSC) model with the void ratio as the variable under equal strain condition, difference schemes of model’s equation, initial condition, and boundary condition were given. Taking phosphatic clay in Florida as a research object, the consolidation behaviors of soil with high water content by axisymmetric large-strain theory and one-dimensional large-strain theory were analyzed. The effect of different kinds of consolidation theories and self-weight stress on an average degree of consolidation was evaluated. The development of the void ratio a
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Alkahari, Mohd Rizal, Tatsuaki Furumoto, Takashi Ueda, and Akira Hosokawa. "Melt Pool and Single Track Formation in Selective Laser Sintering/Selective Laser Melting." Advanced Materials Research 933 (May 2014): 196–201. http://dx.doi.org/10.4028/www.scientific.net/amr.933.196.

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Selective Laser Sintering/Selective Laser Melting (SLS/SLM) is one of Additive Manufacturing (AM) processes that utilize layer by layer powder deposition technique and successive laser beam irradiation based on Computer Aided Design (CAD) data. During laser irradiation on metal powders, melt pool was formed, which then solidified to consolidated structure. Therefore, melt pool is an important behavior that affects the final quality of track formation. The study investigates the melt pool behavior through visualization of the consolidation process during the single track formation on the first
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Zhu, Guofu, and Jian-Hua Yin. "Consolidation of a soil layer subsequent to cessation of deposition." Canadian Geotechnical Journal 42, no. 2 (2005): 678–82. http://dx.doi.org/10.1139/t04-105.

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It is necessary in certain cases to estimate the progress of consolidation in a soil layer that has ceased increasing in thickness over time. In this paper, the existing excess pore pressures for two time–thickness relations are used as the "initial" pore pressures for analysing the consolidation of soil subsequent to the cessation of deposition. Average degrees of consolidation of the soil layer are presented for one-way drainage and two-way drainage boundary conditions. The average degrees of consolidation are compared with those for uniform and triangular initial excess pore pressure distri
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Dissertations / Theses on the topic "Consolidation layer"

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TASSI, MICHEL DA CUNHA. "SETTLEMENT STUDY ON A SOFT SOIL LAYER UNDER 18 YEARS OF ONE-DIMENSIONAL CONSOLIDATION: THE TERRA ENCANTADA CASE." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2015. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=25799@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO<br>O objetivo do presente trabalho é estudar a compressibilidade de um aterro de grandes dimensões construído há 18 anos na Barra da Tijuca (Rio de Janeiro) sobre de solo extremamente mole com aproximadamente 4 metros de espessura, onde foram observados recalques pós-construtivos de grande magnitude. A espessura constante do aterro e pouca variabilidade de espessura da camada mole envolvida permitem assumir condições de compressão próximas da unidimensional. Para o estudo, foi instalada instrumentação para medição de recalques por nivelamento
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Qi, Shunchao. "Numerical Investigation for Slope Stability of Expansive Soils and Large Strain Consolidation of Soft Soils." Thesis, Université d'Ottawa / University of Ottawa, 2017. http://hdl.handle.net/10393/37019.

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Several geotechnical processes can only be reliably interpreted by taking account of the soil-atmosphere interactions. This thesis investigates two geotechnical problems involving soil-atmosphere interactions that drive water flow through the soil skeleton in two opposite directions; Problem 1: slope failure in expansive soils induced by water infiltration, Problem 2: large strain consolidation of soft soils induced by water evaporation. Both problems are of practical interest for safe and economical design of various geotechnical infrastructures. Two major geotechnical activities in the world
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Badaoui, M'Hammed. "Influence de l'hétérogénéité géologique et mécanique sur la réponse des sols multicouches." Phd thesis, Université Paris-Est, 2008. http://tel.archives-ouvertes.fr/tel-00462182.

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Dans cette thèse nous nous sommes intéressés à établir une formulation probabiliste pour l'analyse du comportement d'un sol multicouche avec des caractéristiques aléatoires. Deux grands axes sont traités : ?la consolidation primaire et ?la réponse sismique des sols multicouches ayant des caractéristiques aléatoires. Nous utilisons les simulations de Monte Carlo associées à des méthodes semi-analytiques adaptées aux sols multicouches avec une stratification horizontale. Nous avons aussi comparés les résultats obtenus à partir de cette formulation à ceux fournis par les règlements parasismiques
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Nguyen, Trung Dung. "Experimental and numerical investigation of strain-rate dependent mechanical properties of single living cells." Thesis, Queensland University of Technology, 2015. https://eprints.qut.edu.au/82791/1/Trung%20Dung_Nguyen_Thesis.pdf.

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The objective of this project is to investigate the strain-rate dependent mechanical behaviour of single living cells using both experimental and numerical techniques. The results revealed that living cells behave as porohyperlastic materials and that both solid and fluid phases within the cells play important roles in their mechanical responses. The research reported in this thesis provides a better understanding of the mechanisms underlying the cellular responses to external mechanical loadings and of the process of mechanical signal transduction in living cells. It would help us to enhance
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Sato, Taku. "Laser assisted ink consolidation for Direct Write Component Fabrication." Thesis, University of Liverpool, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.540068.

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Hullo, Jean-Francois. "Consolidation de relevés laser d'intérieurs construits : pour une approche probabiliste initialisée par géolocalisation." Phd thesis, Université de Strasbourg, 2013. http://tel.archives-ouvertes.fr/tel-00801974.

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La préparation d'interventions de maintenance dans les installations industrielles a dorénavant recours à des outils d'étude, de modélisation et de simulation basés sur l'exploitation de modèles virtuels 3D des installations. L'acquisition de ces modèles tridimensionnels s'effectue à partir de nuages de points mesurés, depuis plusieurs points de vue, par balayage angulaire horizontal et vertical d'un faisceau laser par scanner laser terrestre. L'expression dans un repère commun de l'ensemble des données acquises est appelée consolidation, au cours de laquelle les paramètres de changement de re
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Obielodan, John Olorunshola. "Fabrication of Multi-Material Structures Using Ultrasonic Consolidation and Laser-Engineered Net Shaping." DigitalCommons@USU, 2010. https://digitalcommons.usu.edu/etd/776.

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This research explores the use of two additive manufacturing processes for the fabrication of multi-material structures. Ultrasonic consolidation (UC) and laser- engineered net shaping (LENS) processes were used for parallel systematic investigations of the process parameters and methodologies for the development of multi-material structures. The UC process uses ultrasonic energy at low temperature to bond metallic foils. A wide range of metallic materials including nickel; titanium; copper; molybdenum; tantalum; MetPreg®; silver; stainless steel; and aluminum alloys 1100, 3003, and 6061 were
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Baum, Marcus [Verfasser], Michael [Akademischer Betreuer] Schmidt, Michael [Gutachter] Schmidt, and Silke [Gutachter] Christiansen. "Laser Consolidation of ITO Nanoparticles for the Generation of Thin Conductive Layers on Transparent Substrates / Marcus Baum ; Gutachter: Michael Schmidt; Silke Christiansen ; Betreuer: Michael Schmidt." Erlangen : Friedrich-Alexander-Universität Erlangen-Nürnberg (FAU), 2015. http://d-nb.info/1176809989/34.

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Schäfer, Philipp Maximilian [Verfasser]. "Consolidation of carbon fiber reinforced Polyamide 6 tapes using laser-assisted tape placement / Philipp Maximilian Schäfer." München : Verlag Dr. Hut, 2018. http://d-nb.info/1153254905/34.

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Baiza, Martínez Berenice. "Studies of the effect of nanoconsolidants on mural paint layers." Master's thesis, Universidade de Évora, 2020. http://hdl.handle.net/10174/29078.

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This research has been focused on the comparison of the effect and impact of three consolidants on mural paint layers with lack of cohesion. The experiments were carried out in vitro with a laboratory synthesized nanolime (HERCULES nanolime), a commercial nanolime (CaLoSiL® IP25), and with commercial acrylic resin (Primal ™ SF-016 ER®). Two sets of replicas of mural paint layers, buon fresco and lime fresco, were prepared with red and yellow ochre and smalt pigments. Both pictorial techniques and pigments are found in historical mural paintings in the Alentejo region of Portugal. The character
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Books on the topic "Consolidation layer"

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Dunn, J. R. Pore pressures in consolidating clay layers. University of Birmingham, 1994.

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A, Martland David, and Massachusetts Continuing Legal Education, Inc. (1982- ), eds. Antitrust issues for the general business lawyer: A review of real world antitrust issues confronting the business lawyer and how to handle them. MCLE, 2004.

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American Bar Association. Committee on Negotiated Acquisitions., ed. The M & A process: A practical guide for the business lawyer. ABA Section of Business Law, 2005.

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Commission, Monopolies and Mergers. RANSOMES plc and Westwood Engineering Ltd and Laser Lawnmowers Ltd: A report on the merger situation. HMSO, 1990.

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Corsani, Gabriele, and Marco Bini, eds. La Facoltà di Architettura di Firenze fra tradizione e cambiamento. Firenze University Press, 2007. http://dx.doi.org/10.36253/978-88-8453-416-3.

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The volume comprises the proceedings of the study days in the Faculty of Architecture (29-30 April 2004) broken down into four thematic sections: The original characteristics of the Florentine school, From Higher School to Faculty, the Florentine school and the contributions from outside, Contemporary metamorphoses. The contributions focus the phases of formation and evolution of the Higher School (1926) and later Faculty (1936) of Architecture, underlining the most significant passages, starting from the initial consolidation of the didactic structure and the emergence of a "Florentine school
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Randelli, Filippo, and Francesco Dini, eds. Oltre la globalizzazione: le proposte della Geografia economica. Firenze University Press, 2012. http://dx.doi.org/10.36253/978-88-6655-307-6.

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In 1980 Froebel, Heinrichs and Kreye published the English-language The New International Division of Labour, trying to highlight the consequences of market reorganization after the crisis of the mid 1970s, which was soon to transform into so-called globalization. A third of a century later, the "fantastic adventure" of market integration seems to have been crystallized by the 2007-2008 crisis, opening a further period of great instability. But the geography of wealth production has transformed radically and appears unrecognizable to the early-80s scholar. In a framework of great social, polit
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Buckholtz, Rhonda. Consolidation Gaps: Navigating Leadership Layers in Healthcare. American Book Services, 2024.

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Trencsényi, Balázs, Michal Kopeček, Luka Lisjak Gabrijelčič, Maria Falina, Mónika Baár, and Maciej Janowski. Late State Socialism: Consolidation, Legitimization, and Reform from Above. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198829607.003.0001.

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Seeking to consolidate the state socialist framework of government, individual regimes developed, in dialogue with social scientific research, peculiar disciplines of state socialist governance and authoritarian socio-technics. With the help of political economy, socialist jurisprudence, political sociology, or “prognostics,” late socialist regimes tried hard to stabilize their rule. At the same time, knowledge production catalyzed from above gave rise to a critical potential that caused a majority of the experts to endorse wholeheartedly first perestroika and glasnost coming from the Soviet U
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Clift, Ben. The Fund’s Fiscal Policy Views and the Politics of Austerity. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198813088.003.0005.

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This chapter drills down into IMF/advanced economy government interactions and Fund efforts to influence the international economic policy debate during the Great Recession. It situates Fund thinking within the wider politics of austerity, charting how the Fund’s post-crash views on fiscal policy efficacy and economic stabilization were increasingly at odds with other key European players. The IMF mobilized its knowledge bank and scientific reputation to correct what key Fund figures saw as mistaken premises of austerity policies. Notably, the IMF counselled against precipitate exit from stimu
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Borrut, Antoine. The Future of the Past. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780190498931.003.0009.

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Writing the history of the first centuries of Islam poses thorny methodological problems, because our knowledge rests upon narrative sources produced later in Abbasid Iraq. The creation of an “official” version of the early Islamic past (i.e., a vulgate), composed contemporarily with the consolidation of Abbasid authority in the Middle East, was not the first attempt by Muslims to write about their origins. This Abbasid-era version succeeded when previous efforts vanished, or were reshaped, in rewritings and enshrined as the “official” version of Islamic sacred history. Attempts to impose diff
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Book chapters on the topic "Consolidation layer"

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Crainic, Teodor Gabriel. "Multi-Layer Network Design for Consolidation-Based Transportation Planning." In International Series in Operations Research & Management Science. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-57603-4_9.

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Li, Jiahao, Jingnan Xu, Shiwen Zhao, and Junhua Wu. "Stability Analysis of Earth and Rock Dams During the Construction Period of Soft Foundation Reinforcement." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_32.

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AbstractThe consolidation of earth and rock dam foundations and its effect on stability is a key concern in water conservancy and water transportation projects. It is common to use the vacuum combined pre-pressure method to deal with soft ground foundation, where the reasonable selection of soil consolidation coefficient is one of the important factors to determine the success of the project. In this paper, numerical simulation is used to study the strength law of soil and rock dam foundation under different consolidation coefficients of soft ground, and the corresponding stability coefficient
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Reang, Rai Bahadur, Sujit Kumar Pal, and Sanjay Paul. "Numerical Studies on Effects of Embankment Layer Construction Period on Consolidation Settlements of Underlain Soft Soil." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-6727-6_16.

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Altynbekov, Shakhmaksut. "Problems of Filtration Consolidation of Two-Layer Soils of Different Structural Strength in the Form of a Parallelepiped." In XV International Scientific Conference “INTERAGROMASH 2022”. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-21432-5_249.

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Ghose, Samrat, and Arindam Dey. "Prefabricated Vertical Drain-Supported Railway Embankment on Thick Marshy Deposit: A Case Study of Udaipur Railway Station Project, Tripura, India." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_142.

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AbstractIn many parts of northeast India, in order to achieve a sustainable infrastructure based on minimal distance and gradient criteria, railway tracks often have to pass through a marshy deposit with significantly poor bearing capacity. Consequently, the laid tracks undergo significant long-term settlements due to creep-induced dissipation of excess pore pressure from the underlying low-permeable soft cohesive deposits, thereby necessitating ground improvement. Among several techniques, a sustainable one has to be decided to ensure long-term unhindered functionality of the adopted methodol
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Le, Viet Hung, Cao Minh Le, and Frank Rackwitz. "Consolidation of Soft Soil Layer: Numerical Investigation and Perspective for the Utilization of Hard Coal Ash Discharged from Thermal Power Plants for the Ground Improvement Action." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_94.

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Manson, Diana. "Consolidating the National Historic Seascape Characterisation layer for England." In Routledge Handbook of Seascapes. Routledge, 2022. http://dx.doi.org/10.4324/9780429273452-16.

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Widmaier, Nils, and Lukas Raps. "Analysis of New Concepts for the Consolidation Roller in Laser-Assisted Automated Tape Placement Processes." In Advances in Automotive Production Technology – Towards Software-Defined Manufacturing and Resilient Supply Chains. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-27933-1_26.

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AbstractThe need for more sustainable production has led to an increased popularity of thermoplastic fibre reinforced composites over the last years. Typical production processes rely on autoclave and/or sequential processes, which lead to long cycle times, high energy consumption and high costs. One step in-situ production processes, like the thermoplastic laser assisted automated fibre placement, provide an ideal solution to these challenges while enabling the benefits of circular economy through improved recyclability. An essential part of the production process is to ensure full consolidat
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Borsuk, İmren, Pınar Dinç, Sinem Kavak, and Pınar Sayan. "Consolidating and Contesting Authoritarian Neoliberalism in Turkey: Towards a Framework." In Authoritarian Neoliberalism and Resistance in Turkey. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-4213-5_2.

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AbstractDuring the early years of the ruling Adalet ve Kalkınma Partisi (Justice and Development Party, AKP), Turkey was seen as a burgeoning democratic power propped up by economic prosperity in line with the reforms for European Union (EU) accession and International Monetary Fund (IMF) conditionality. However, 20 years later, it is considered an emblematic case of democratic backsliding in line with rising poverty and inequalities that have been amplified as a result of sweeping neoliberal reforms and authoritarian consolidation in the country. The recent literature has identified these con
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Martarelli, M., P. Castellini, and A. Annessi. "Nondestructive Consolidation Assessment of Historical Camorcanna Ceilings by Scanning Laser Doppler Vibrometry." In Model Validation and Uncertainty Quantification, Volume 3. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-12075-7_1.

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Conference papers on the topic "Consolidation layer"

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Barkatt, A., L. May, E. Labuda, M. Gmurczyk, G. Cherepakhov, and R. Burns. "Composition, Characteristics and Study of Sludge Formation in the Indian Point 2 PWR Steam Generators." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93365.

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ABSTRACT Analysis of hard sludge removed from the steam generator at the Consolidated Edison Company of New York Indian Point 2 nuclear power station has shown that the bulk of the hard sludge is similar in composition to the soft sludge recovered from the same steam generators, and that both contain approximately 70% iron oxides. However, analysis of deposits removed from tube surfaces showed that they contain only about 30% iron oxides. Detailed analysis as well as simulation experiments have provided the basis for a model of hard sludge build-up. According to this model, a near-surface laye
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DuBois, Thomas, William Kinahan, and Fernando Dones. "Joint Common Architecture (JCA) Recommendations." In Vertical Flight Society 70th Annual Forum & Technology Display. The Vertical Flight Society, 2014. http://dx.doi.org/10.4050/f-0070-2014-9467.

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In June of 2013, the Army released a draft overview of the Joint Common Architecture (JCA) model (Ref. 1), which suggests a way to decompose mission systems functionality into Domains, Subsystems, and Components. This paper offers additional recommendations to the structure of the JCA, including an added Systems decomposition layer and Vehicle Management Systems (VMS) functionality related to flight controls. The new Systems layer bridges the connection between the Domains and Subsystems provided in the draft JCA. The structure of the Systems layer encourages the mission systems integrator to
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Fujii, Akito, and Akio Nishimoto. "CoCrFeNiTi High-Entropy Sintered Alloy with Metal Screen Direct Current Plasma Nitriding." In IFHTSE 2024. ASM International, 2024. http://dx.doi.org/10.31399/asm.cp.ifhtse2024p0097.

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Abstract High-entropy alloys (HEA) are multinary alloys obtained by blending at least five metallic elements in compositions close to their isoatomic fractions (5–35 at%). Generally, HEAs are produced by arc melting and casting. However, the cast specimens undergo phase separation and have a non-uniform microstructure. In contrast to ingot metallurgy, powder metallurgy has several advantages such as the possibility of alloying metals with high melting points and large differences in melting points and specific gravity. Therefore, we investigated the preparation of HEAs by mechanical alloying (
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Pirrotta, Simone, Giuseppe Bianco, Ignazio Ciufolini, et al. "LARES 2 Mission: The Consolidation of Italian Heritage in Laser Ranged Satellites." In 31st IAA Symposium on Small Satellite Missions, Held at the 75th International Astronautical Congress (IAC 2024). International Astronautical Federation (IAF), 2024. https://doi.org/10.52202/078365-0021.

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Pu, Hefu, and Patrick J. Fox. "Consolidation-Induced Contaminant Transport in Multi-Layer Soils." In Fourth Geo-China International Conference. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480045.001.

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Forsman, Juha, Taavi Dettenborn, Peeter Skepast, et al. "Road Embankment Test Sections over Soft Peat Layer, Võõbu, Estonia." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.046.

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Various road embankment reinforcements on over a 2 to 4 meter thick peat deposit have been constructed in summer to autumn 2015 in the area of Kose-Võõbu in the northern part of Estonia. The test sections consist of five different reinforced road embankments: one layer of georeinforcement, two layers of georeinforcements, geocell mattress, light weight aggregate (LWA) and expanded polystyrene (EPS) light weight embankment structures with georeinforcement. An additional test section is a mass replacement. To accelerate the consolidation of the peat, reinforced test sections are loaded with surc
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Khan, P. Ayub, M. R. Madhav, and E. Saibaba Reddy. "Non-Linear Theory of Consolidation of Thick Clay Layer by PVD." In International Symposium on Ground Improvement Technologies and Case Histories. Research Publishing Services, 2009. http://dx.doi.org/10.3850/gi051.

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Meyer, Zygmunt, Mariusz Kowalow, and Małgorzata Wróbel-Hen. "Settlement Analysis of Road and Storage Areas Based on Organic Soil Surcharged by Ash – Slag Layer." In The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.033.

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The outlet distance of large river, Odra in Poland is a place where large area of the terrain is made of peat. Those places are close to the river so the investors would like to use the area for industrial purpose having direct access to the waterways (cheap transport). One of the methods to reinforce the soft soil (peat) is consolidation. In the presented case the surcharging layer is made of fly ashes. The researches have been done at the Technical University of Szczecin that allow to formulate a mathematical description of peat consolidation in case when elasticity modulus of peat increases
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Kataja, Markku, and Pekka Hirsilä. "Application of Ultrasound Anemometry for Measuring Filtration of Fibre Suspension." In The Science of Papermaking, edited by C. F. Baker. Fundamental Research Committee (FRC), Manchester, 2001. http://dx.doi.org/10.15376/frc.2001.1.591.

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We introduce a novel method for measuring the properties of consolidating wood fibre network during filtration of liquid-fibre suspension. The device consists of a hand-sheet mould equipped with a pulsed ultrasound-Doppler anemometer for measuring the local time-dependent velocity field of the fibre phase during vertical filtration. Simultaneously, the total flux of the suspension and fluid pressure loss through the filtrated fibre layer are measured. Based on this experimental information other relevant flow quantities can be computed. We thus find the space-time evolution of velocity, volume
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Al-Maharbi, M. "Consolidation of AZ31 magnesium chips using equal channel angular pressing." In Superplasticity in Advanced Materials. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902615-24.

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Abstract. Equal channel angular pressing (ECAP) as a severe plastic deformation (SPD) technique was employed for consolidation of AZ31 magnesium chips. The chips were consolidated at a temperature of 300 °C following ECAP route A up to two passes. The optical and scanning electron micrographs reveal that consolidation have taken place and the quality of consolidation improves with number of ECAP passes and hence the total imposed strain. The Vickers hardness of the processed samples increased from 41 of the as cast used to generate the chips to 47.7 ad 58.5 of consolidated samples after one an
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Reports on the topic "Consolidation layer"

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Snyder, Victor A., Dani Or, Amos Hadas, and S. Assouline. Characterization of Post-Tillage Soil Fragmentation and Rejoining Affecting Soil Pore Space Evolution and Transport Properties. United States Department of Agriculture, 2002. http://dx.doi.org/10.32747/2002.7580670.bard.

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Tillage modifies soil structure, altering conditions for plant growth and transport processes through the soil. However, the resulting loose structure is unstable and susceptible to collapse due to aggregate fragmentation during wetting and drying cycles, and coalescense of moist aggregates by internal capillary forces and external compactive stresses. Presently, limited understanding of these complex processes often leads to consideration of the soil plow layer as a static porous medium. With the purpose of filling some of this knowledge gap, the objectives of this Project were to: 1) Identif
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