Dissertationen zum Thema „Solution behaviour“
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Mackay, Duncan James. „Behaviour of rutile in aqueous aminoalcohol solution“. Thesis, University of Edinburgh, 1985. http://hdl.handle.net/1842/11084.
Der volle Inhalt der QuelleSwanson, Linda. „Fluorescence studies of polymer behaviour in solution“. Thesis, Heriot-Watt University, 1989. http://hdl.handle.net/10399/943.
Der volle Inhalt der QuelleHewett, Kylie. „The viscosity behaviour of polymethacrylates in solution“. Thesis, University of Liverpool, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.333562.
Der volle Inhalt der QuelleFitzgerald, Paul A. „Solution behaviour of polyethylene oxide, nonionic gemini surfactants“. Connect to full text, 2002. http://setis.library.usyd.edu.au/adt/public_html/adt-NU/public/adt-NU20031219.162500/index.html.
Der volle Inhalt der QuelleBrown, Paul. „Solution behaviour of zinc (II) bis(0,0'-dialkyldithiophosphates)“. Thesis, University of Nottingham, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.276185.
Der volle Inhalt der QuelleFitzGerald, Paul Anthony. „Solution Behaviour of Polyethylene Oxide, Nonionic Gemini Surfactants“. Thesis, The University of Sydney, 2002. http://hdl.handle.net/2123/504.
Der volle Inhalt der QuelleFitzGerald, Paul Anthony. „Solution Behaviour of Polyethylene Oxide, Nonionic Gemini Surfactants“. University of Sydney. Chemistry, 2002. http://hdl.handle.net/2123/504.
Der volle Inhalt der QuelleSaid-mohamed, Cynthia. „Thermosensitive gold nanoparticles : solution optical properties and interfacial behaviour“. Phd thesis, Université Paris Sud - Paris XI, 2011. http://tel.archives-ouvertes.fr/tel-00684389.
Der volle Inhalt der QuelleSimpkin, Neil John. „Solution behaviour and phase-phase diffusion of microbial lipases“. Thesis, University of Nottingham, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.387207.
Der volle Inhalt der QuelleWates, Julia M. „Solution behaviour of cationic surfactants relevant to industrial applications“. Thesis, University of Salford, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.258424.
Der volle Inhalt der QuelleSaid-Mohamed, Cynthia. „Thermosensitive gold nanoparticles : solution optical properties and interfacial behaviour“. Thesis, Paris 11, 2011. http://www.theses.fr/2011PA112235/document.
Der volle Inhalt der QuelleIn this thesis, the objective is to control the polymer-grafted gold nanoparticles optical properties (SPR) by tuning the protecting polymer shell structural properties. Gold nanoparticles grafted with thermosensitive polymers with a large range of molecular masses and different degrees of hydrophobicity are synthesized by “grafting-to” technique. SANS is employed to characterize the protecting polymer shell structural properties. The absorption spectra are modeled using the Mie Dipolar theory. It is shown that the gold nanoparticle sensitivity to external solvent is progressively reduced with increasing polymer volume fraction of the nanocomposite until the SPR is frozen by the polymer shell. In this case, the SPR mode becomes insensitive to the dielectric properties of the solvent. SPR is also red-shifted (a color change occurs) by thermally inducing the collapse of the polymer shell. The temperature and the extent of the red-shift are controlled by the graft polymer hydrophobicity and salinity. An important part of this thesis is also dedicated to the polymer-protected gold nanoparticles behaviour at the air-water interface. The Langmuir balance technique is used to build interfacial layers whose interparticle distance is modulated by compression, polymer graft chain length and temperature. The interfacial layer structural properties are determined by studying both the polymer graft layer conformation and the gold core organization with neutron and X-ray reflectivities. These reflectivitity measurements also enable us to evaluate and ameliorate the surface layers stability for a better control of the interparticle distance that is important for optimizing the SPR of the surface layer
Westberg, Stig-Björn. „Sintering behaviour of α and β solid solution sialons“. Doctoral thesis, Luleå tekniska universitet, 1992. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-16900.
Der volle Inhalt der QuelleGodkänd; 1992; 20070429 (ysko)
Gupta, Deepika. „Influence of solution properties on electrospinning behaviour of biocompatible polymers“. Thesis, IIT Delhi, 2016. http://localhost:8080/xmlui/handle/12345678/7218.
Der volle Inhalt der QuelleLucas, David M. „Luminescence studies of polymer behaviour in the solution and solid states“. Thesis, Lancaster University, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.334750.
Der volle Inhalt der QuelleBeyrouthy, Camille. „Models, solution methods and threshold behaviour for the teaching space allocation problem“. Thesis, University of Nottingham, 2008. http://eprints.nottingham.ac.uk/10576/.
Der volle Inhalt der QuelleSirotkin, Rostislav Olegovich. „The effect of morphology on the yield behaviour of solution crystallised polyethylenes“. Thesis, London Metropolitan University, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.391910.
Der volle Inhalt der QuelleFlood, Joseph. „Solution and liquid crystalline properties of sodium lauroyl methyl isethionate/water mixtures“. Thesis, University of Manchester, 2015. https://www.research.manchester.ac.uk/portal/en/theses/solution-and-liquid-crystalline-properties-of-sodium-lauroyl-methyl-isethionatewater-mixtures(d9f043f2-3ca6-4a13-b3f0-d5d5eae83bfc).html.
Der volle Inhalt der QuelleOliveira, Luis C. R. „Designing and evaluating a behaviour change intervention that introduces modification of time perceptions as a solution to promote sustainable behaviours“. Thesis, Loughborough University, 2013. https://dspace.lboro.ac.uk/2134/14482.
Der volle Inhalt der QuelleKemppainen, J. (Jukka). „Behaviour of the boundary potentials and boundary integral solution of the time fractional diffusion equation“. Doctoral thesis, University of Oulu, 2010. http://urn.fi/urn:isbn:9789514261329.
Der volle Inhalt der QuelleAdam, Catherine. „Molecular balances for measuring non-covalent interactions in solution“. Thesis, University of Edinburgh, 2015. http://hdl.handle.net/1842/16466.
Der volle Inhalt der QuelleLam, Minh Thu. „Self-assembly of amphiphilic diblock co-oligomers in aqueous solution“. Thesis, The University of Sydney, 2016. http://hdl.handle.net/2123/16535.
Der volle Inhalt der QuelleDas, Samir. „Investigation of solution behaviour and inclusion complexation of some noteworthy compounds with the manifestation of assorted interactions prevalent in aqueous and non-aqueous systems“. Thesis, University of North Bengal, 2022. http://ir.nbu.ac.in/handle/123456789/4788.
Der volle Inhalt der QuelleHallworth, Georgina Louise. „Exploring the influence of structural variation on the solution and solid-state behaviour of cyanine dyes“. Thesis, University of Southampton, 2009. https://eprints.soton.ac.uk/72960/.
Der volle Inhalt der QuelleSarkar, Abhijit. „Solution behaviour of some food additions and drugs in different aqueous media : a physico-chemical study“. Thesis, University of North Bengal, 2016. http://ir.nbu.ac.in/handle/123456789/2597.
Der volle Inhalt der QuelleWon, Jooyoung [Verfasser], und Gerald [Akademischer Betreuer] Brezesinski. „Dynamic and equilibrium adsorption behaviour of ß-lactoglobulin at the solution/tetradecane interface: Effect of solution concentration, pH and ionic strength / Jooyoung Won ; Betreuer: Gerald Brezesinski“. Potsdam : Universität Potsdam, 2016. http://d-nb.info/1218792973/34.
Der volle Inhalt der QuelleTran, Nam Hung. „Hydro-mechanical behavior of deep tunnels in anisotropic poroelastic medium“. Thesis, Orléans, 2016. http://www.theses.fr/2016ORLE2037/document.
Der volle Inhalt der QuelleDeep tunnels are often built in the sedimentary and metamorphic foliated rocks which exhibits usually the anisotropic properties due to the presence of the discontinuity. The analysis of rock and liner stresses due to tunnel construction with the assumption of homogeneous and isotropic rock would be incorrect. The present thesis aims to deal with the deep tunnel in anisotropic rock with a particular emphasis on the effects of hydraulic phenomenon on the mechanical responses or reciprocal effects of hydraulic and mechanical phenomena by combining analytical and numerical approach. On that point of view, a closed-formed solution for tunnel excavated in saturated anisotropic ground is developed taking into account the hydromechanical coupling in steady-state. Based on the analytical solution obtained, parametric studies are conducted to evaluate the effects of different parameters of the anisotropic material on the tunnel behavior. The thesis considers also to extend the analytical solution with a time-dependent behavior which takes into account the impact of the pore pressure distribution on mechanical response over time, i.e., one way coupling modeling. In addition, some numerical analysis based on fully-coupled modeling, i.e., two ways coupling, are conducted which are considered as the complete solution for the analytical solution. An application of the closed-form solution on convergence-confinement method is as well referred which can take into account the influence of the tunnel face on the work of the support as well as the massif. The obtained solution could be used as a quick tool to calibrate tunnels in porous media by combining with design approaches such as convergence-confinement method
Alharbi, Ahmed. „Applied analytical techniques to study solution behaviour of TIPS-pentacene and 1,6-bis(pyren-1-ylthio)hexane“. Thesis, University of Manchester, 2017. https://www.research.manchester.ac.uk/portal/en/theses/applied-analytical-techniques-to-study-solution-behaviour-of-tipspentacene-and-16bispyren1ylthiohexane(aeab6a0f-d63f-404b-8087-a332fa358ca1).html.
Der volle Inhalt der QuelleAghamirian, M. Massoud. „Reactivity of sulfide minerals and its effect on gold dissolution and its electrochemical behaviour in cyanide solution“. Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq22438.pdf.
Der volle Inhalt der QuelleParry, Alison. „The Synthesis and Characterisation of Peg-Peptide Romp Polymers and their Self Assembly Behaviour in Aqueous Solution“. Thesis, University of Kent, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.499663.
Der volle Inhalt der QuelleGiacobazzi, Greta. „Crystallization behaviour of poly(lactide) in immiscible blend with poly(ε-caprolactone), comparison with solution and melt-mixed blends“. Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017. http://amslaurea.unibo.it/14465/.
Der volle Inhalt der QuelleAdam, Fatmawati Binti. „An examination into the influence and change of solution structure on the polymorphic behaviour of 2, 6-dihydroxybenzoic acid“. Thesis, University of Leeds, 2012. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.582520.
Der volle Inhalt der QuelleHenderson, Jill Isobel. „A reflective account of my professional learning as an NQT using a solution-focused method to encourage behaviour management“. Thesis, University of Newcastle upon Tyne, 2014. http://hdl.handle.net/10443/2546.
Der volle Inhalt der QuelleStatham, Elaine. „Community perception of low level anti-social behaviour by young people, and imagining a solution : an exploratory case study“. Thesis, Anglia Ruskin University, 2012. http://arro.anglia.ac.uk/317226/.
Der volle Inhalt der QuelleTuretta, Maxime. „Development of an innovative U-shaped steel-concrete composite beam solution : experimental and numerical studies on the mechanical behaviour“. Electronic Thesis or Diss., Université de Lorraine, 2019. http://www.theses.fr/2019LORR0203.
Der volle Inhalt der QuelleAn innovative solution of steel-concrete composite beam was developed taking into consideration the fire situation and the construction stage. The beam is composed of a U-shaped steel part connected to a reinforced concrete part. In the construction phase, the beam is supporting the slab and constitutes a formwork for the reinforced concrete part. The U-shaped beam withstands the construction loads without any temporary propping system. When casting concrete, the steel beam is filled at the same time as the slab, this allows considerable time-saving on site. In exploitation stage, the beam behaves as a steel-concrete composite beam. The connection between the two materials is made by welded headed studs on the lower part of the U-shaped beam. In fire situations, the composite beam satisfies conventional fire stability durations due to the longitudinal reinforcements inside the concrete downstand part with sufficient covers. A literature review focuses on modern solutions that fulfils the criteria of the thesis is performed in order to develop an innovative solution optimised. In construction stage, the U-shaped steel beam without restraints is prone to lateral torsional buckling instability. In order to characterise the stability of the beam, a full-scale test is carried out at the Laboratory of the University of Luxembourg. The test clearly showed the lateral torsional buckling of the steel beam. The test results are compared to numerical simulations and analytical studies. A parametrical study, covering 200 geometrical configurations of the U-shaped beam, is carried out to validate the use of the curve "b" for the design of the steel beam for lateral torsional buckling according to Eurocodes 3. In the exploitation phase, once the concrete hardens, the beam has a steel-concrete composite behaviour provided by the shear connection between the two materials. For manufacturing reasons, the connection is located in a zone where the concrete is subjected to tension forces induced by the bending of the beam. The concrete in this zone is potentially cracked, thus the efficiency of the connection and therefore the mechanical steel-concrete composite behaviour is investigated. Another test is therefore carried out in the Laboratory of the University of Luxembourg, this time the specimen tested is made of concrete and steel. The failure mode is a shear mechanism of the composite beam at very large displacements. However, the beam specimen exhibited a real steel-concrete composite behaviour with high ductility, the connection is therefore very efficient. The test results are compared to numerical simulations in order to validate the finite element model developed. From numerical results and test results, an analytical method, based on EN 1994-1-1, is proposed to find the bending resistant of this composite beam by taking into account the partial yield of the side plates of the U-shaped steel section. A global analytical design method is proposed for the developed solution based on the Eurocodes with additional considerations and constructional guidelines
Statham, Elaine. „Community perception of low level anti-social behaviour by young people, and imagining a solution: an exploratory case study“. Thesis, Anglia Ruskin University, 2012. https://arro.anglia.ac.uk/id/eprint/317226/1/Elaine%20Statham%20-%20Thesis%20-%20Final.pdf.
Der volle Inhalt der QuelleLubbe, Janel C. „A responsive design strategy : tested in the Centurion licensing department to serve as a national roll-out solution“. Diss., University of Pretoria, 2014. http://hdl.handle.net/2263/45274.
Der volle Inhalt der QuelleDissertation (MInt(Prof))--University of Pretoria, 2014.
Architecture
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Anderson, Philip Michael. „Conformational behaviour of amphiphilic molecules in aqueous solution and at a water/air interface : computational studies at the molecular level“. Thesis, Durham University, 2004. http://etheses.dur.ac.uk/3164/.
Der volle Inhalt der QuelleBose, Himangshu Sekhar. „Metachromatic behaviour of some thiazine dyes in solution in presence of inorganic and organic electrolytes, surfactants, polyelectrolytes and clay minerals“. Thesis, University of North Bengal, 1986. http://hdl.handle.net/123456789/731.
Der volle Inhalt der QuelleShiu, Wan-yee Ruby. „An evaluation on 2007 obstetric service policy in Hong Kong a solution to the service-seeking behaviour of Mainland pregnant women? /“. Click to view the E-thesis via HKUTO, 2007. http://sunzi.lib.hku.hk/hkuto/record/B38598358.
Der volle Inhalt der QuelleXHEMBULLA, JETMIR. „Enhancing the museum experience with a sustainable solution based on contextual information obtained from an on-line analysis of users’ behaviour“. Doctoral thesis, Politecnico di Torino, 2016. http://hdl.handle.net/11583/2643669.
Der volle Inhalt der QuelleZehentbauer, Florian. „Spectroscopic investigation of intermolecular interactions defining the non-ideal solution behaviour of potential alternative fuels for low temperature direct-liquid fuel cells“. Thesis, University of Aberdeen, 2014. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=225964.
Der volle Inhalt der QuelleLarsson, Linnea, und Linnéa Nilsson. „Exploring Circular Design Opportunities : A case study of a digital health technology solution for incontinence care“. Thesis, Linköpings universitet, Industriell miljöteknik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-177142.
Der volle Inhalt der QuelleChahine, Samir. „Factors enhancing the interactions of lower rim calix[4]arene derivatives towards toxic metal cations in solution : versatile behaviour in the solid state“. Thesis, University of Surrey, 2004. http://epubs.surrey.ac.uk/843546/.
Der volle Inhalt der QuelleSun, Yufeng. „Time-dependent hydromechanical behaviour of callovo-oxfordian claystone by anatytical and multiscale numerical methods“. Electronic Thesis or Diss., Vaulx-en-Velin, École nationale des travaux publics de l’État, 2023. http://www.theses.fr/2023ENTP0009.
Der volle Inhalt der QuelleIn the context of radioactive waste repository, the time-dependent hydromechanical behaviour of the Callovo-Oxfordian (COx) claystone is investigated to ensure the safety conditions required for long-term repository of radioactive wastes.The first two parts of the study are based on the phenomenological approach carried out directly at the macroscale. Firstly, a quasi-analytical model for the hydromechanical behaviour of a deep spherical cavity excavated in a dilatant poro-viscoplastic rock mass is presented, considering three stages of a simplified life cycle: excavation, free convergence and post-closure. Subsequently, the sensitive and probability analyses are carried out using the finite element code Cast3M toinvestigate the time-dependent extent of the Excavation Damaged Zone (EDZ) which refers to a region characterized by significant and mainly irreversible changes in geochemical and hydromechanical properties. In the following, a multiscale numerical approach is employed to investigate its creep and damage behaviour under mechanical condition. Firstly, a micromechanics-based model within the finite element square (FE2) framework is developed to model the short-term and long-term behaviours of saturated COx claystone. For the viscous behaviour, two microscale mechanisms have been introduced: the viscoplasticity of the clay aggregates and the viscoelasticity of their contacts. Then, the creep model of COx claystones developed at small scale is applied to model the large-scale creep behaviour at laboratory and gallery scales. From simulation results of laboratory scale, a clear three-stage creep process is reproduced, including the primary creep stage, second creep stage and tertiary creep stage. At the gallery scale, the long-term effect of viscosity on the gallery convergences, the evolution of EDZ, and the long-term drainage and pore pressure around a gallery are investigated. Finally, the above developed double-scale creep model used to simulate saturated cracked medium is extend to partial saturated case to study the interaction between rock and the atmosphere occurs through air circulation within underground galleries. The emphasis is to study the effect of the gallery air ventilation on hydromechanical behaviour of host rock. The model predictions reproduce the drainage and desaturation kinetics of undisturbed and damaged rock
Pâquet, Sylvain. „A Notion of Equilibrium in Relational Form Games and Politics“. Thesis, Université d'Ottawa / University of Ottawa, 2018. http://hdl.handle.net/10393/38555.
Der volle Inhalt der QuelleAnggrahita, Hayuning. „Le marketing social est-il la solution au problème de la consommation de l'eau à Jakarta (Indonésie)?“ Thesis, Paris 4, 2014. http://www.theses.fr/2014PA040081.
Der volle Inhalt der QuelleThe water resources in Jakarta are abundant because the average rainfall in Jakarta is 2500 mm/year and this city is crossed by 13 important rivers. However, Jakarta cannot meet the needs of its inhabitants when it comes to an appropriate “drinkable” water supply. The access to the appropriate“drinkable” water is unequal according to various socio-spatial criteria pertaining to the Jakartan community. Moreover, the Indonesian society in general, and Jakartans in particular, tend to think that water resources are unlimited. It leads to an excessive use of water resources which deteriorates the water supply problem in Jakarta. Based on the issues above, this study tries in the first place to highlight the causes of the water paradox in Jakarta, taking into account an historical trajectory of the way the water supplying system evolved in Jakarta. Secondly, field surveys within the Jakartan community, according to the different socio-spatial categories, were conducted to see how the inhabitants understand the disparity of the water supply, as they face this phenomenon day to day. It can affect their perceptions and behaviors concerning water. Finally, since the Province of Jakarta is populated with 9.7 million people, water savings seem important. The approach borrowed from the marketing domain, “social marketing” appears to hold potential to convince and persuade the community to preserve water. A case study of Unilever’s program, “Gerakan Molto Ultra Sekali Bilas”, will be analyzed in order to justify the potential of social marketing
Hopkinson, Jonathan M. „Glass transition, ice and the concentration of the maximally freeze concentrated solution the thermal behavior of sugar solutions /“. Ann Arbor, MI : UMI, 1997. http://www.ethbib.ethz.ch/readme/ethz-etext.html.
Der volle Inhalt der QuelleLegrix, Anabelle. „Phase behaviour in polysulphide solutions“. Thesis, University of Bristol, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.481816.
Der volle Inhalt der QuelleOgata, Yoichi. „Aggregation Behavior of Functional Polymers in Solution“. 京都大学 (Kyoto University), 2015. http://hdl.handle.net/2433/198947.
Der volle Inhalt der QuelleHu, Yinghe. „Solution Behavior Of The Pom-Based Hybrid“. University of Akron / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron159026996643792.
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