Relevant bibliographies by topics / Construction of Waterproofing Membranes

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

Academic literature on the topic 'Construction of Waterproofing Membranes'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Construction of Waterproofing Membranes"

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Caputo, Marc, and Hans-Peter Huez. "Tunnel waterproofing using polymeric membranes." Tunnelling and Underground Space Technology 2, no. 1 (January 1987): 83–88. http://dx.doi.org/10.1016/0886-7798(87)90146-5.

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Sriravindrarajah, Rasiah, and Elizebeth Tran. "Waterproofing practices in Australia for building construction." MATEC Web of Conferences 195 (2018): 01002. http://dx.doi.org/10.1051/matecconf/201819501002.

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Waterproofing is an essential component in building construction to maintain the integrity of buildings with reduced maintenance cost. A comprehensive waterproofing system is an integrated combination of factors, and includes product selection, membrane detail, substrate preparation, design, installation and maintenance. It is designed to work under different environmental conditions, substrates and applications. Proper understanding of the issues related to waterproofing membrane systems is important to minimise the waterproofing failures in both commercial and residential buildings. This paper aims to discuss Standards and Codes; membrane systems and performance, waterproofing practices, design and installation techniques, inspection and testing and quality assurance adopted by the waterproofing industry in Australia.
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Filatova, Darya, Charles El-Nouty, and Uladzislau Punko. "HIGH-THROUGHPUT DEEP LEARNING ALGORITHM FOR DIAGNOSIS AND DEFECTS CLASSIFICATION OF WATERPROOFING MEMBRANES." International Journal for Computational Civil and Structural Engineering 16, no. 2 (June 26, 2020): 26–38. http://dx.doi.org/10.22337/2587-9618-2020-16-2-26-38.

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The work is devoted to the development of a high-performance deep learning algorithm related to the diagnosis and classification of defects of water-repellent membranes. The mechanism of constructing visual models of the membrane surface is discussed. This allows to get the representative training data set. The proposed methodology consists in the sequent transformations of pixel-image intensities to find defected fragments on the membrane's surface. The computational algorithm is based on the architecture of convolution neural networks. To assess its effectiveness, the "confidence of confidence" criterion is proposed. The presented computations show that the methodology can be successfully applied in material sciences, for example, to study the properties of building materials, or in forensic science when examining the causes of construction catastrophes.
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Xiao, Yun Peng, Yi Wei Fei, and Yuan Li Zhao. "Research on the Relationship between Microstructure and Properties of Polymer-Modified Cement Compounds for Waterproofing Membranes." Applied Mechanics and Materials 148-149 (December 2011): 216–20. http://dx.doi.org/10.4028/www.scientific.net/amm.148-149.216.

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Polymer-modified cement compounds for waterproofing membrane is widely used in tunnel, reservoir, rooftop, bathroom, cellar and other construction work for the better mechanic properties and waterproof effect. And all these properties are decided by the interaction between the compositions and the final microstructure they formed. However, different polymer cement ratio lead to excellent different properties, people have done a lot of research on polymer-modified cement compounds for water-proofing membrane, but the micro explain has been researched rarely. In this paper, scanning electron microscope was used to observe the microstructure between different waterproofing membranes, the properties of tensile strength, braking elongation and water absorption rate were tested, and the relationship between them were also researched.
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Lee, Kicheol, Dongwook Kim, Soon-Wook Choi, Soo-Ho Chang, Tae-Ho Kang, and Chulho Lee. "Numerical Analysis of the Contact Behavior of a Polymer-Based Waterproof Membrane for Tunnel Lining." Polymers 12, no. 11 (November 16, 2020): 2704. http://dx.doi.org/10.3390/polym12112704.

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Waterproof membranes have higher initial strength, faster construction, and better waterproofing than conventional sheet membranes. In addition, their polymer constituents have much higher interfacial adhesion and tensile strength than those of conventional materials. However, despite their advantages, waterproof membranes are not widely used in civil construction. This study evaluates the material properties and interface parameters of a waterproof membrane by considering the results of laboratory experiments and numerical analysis. Since the contact behavior of a membrane at its interface with shotcrete is important for understanding the mechanism of the support it offers known as a shotcrete tunnel lining, modeling should adopt appropriate contact conditions. The numerical analysis identifies the suitability and contact conditions of the waterproof membrane in various conditions.
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KALIBATAS, Darius, and Vytautas KOVAITIS. "Selecting the most effective alternative of waterproofing membranes for multifunctional inverted flat roofs." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 23, no. 5 (April 3, 2017): 650–60. http://dx.doi.org/10.3846/13923730.2016.1250808.

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There are many various methods, techniques and materials for constructing multifunctional inverted flat roofs now. However, in practice, the constructed roofs of this type often have various defects, whose elimination is rather costly. To solve this problem, the analysis of multifunctional inverted flat roofs has been performed and their advantages and disadvantages, as well as building defects and mistakes made in the course of construction, have been demonstrated. Damp-proofing materials available on the market for making waterproofing membranes for multifunctional inverted flat roofs have been evaluated. The problem of choosing the most effective membrane alternative for the investigated type of roofs is solved by analysing ten alternatives with the help of multi-criteria evaluation method, SAW and three game theory rules determined by Hurwicz, Laplace and Bayes, as well as LEVI 3.0 program. The analysis of the results has shown that the alternative No. 5 is the best membrane alternative among the ten considered options.
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Pedrosa, A., and M. Del Río. "Synthetic waterproofing membranes and auxiliary separating layers in the inverted flat roof. Pressure effect on the degradation." Materiales de Construcción 68, no. 331 (July 18, 2018): 167. http://dx.doi.org/10.3989/mc.2018.07617.

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Flat roofs are inverted when the insulation material is placed over the waterproofing membrane. This widely-used constructive system sets materials which may interact easily with each other causing their deterioration. The incompatibilities and the materials that may interact with each other are not completely described, the elements currently used to separate the materials are not totally efficient to avoid deterioration. This paper intends to enlarge the knowledge regarding the materials that are incompatible for inverted flat roofs, the conditions were interactions take place and the efficiency of some alternative solutions to separate the materials. The ethylene propylene diene monomer (EPDM) waterproofing membranes are incompatible with the extruded polystyrene (XPS). The interactions between incompatible materials increase with the pressure.
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KANZAKI, Mitsuyuki, Shuuya TSUJI, and Kiyokatsu HASEGAWA. "EVALUATION OF ROOT RESISTANCE AND DEGRADATION OF FRP WATERPROOFING MEMBRANES." AIJ Journal of Technology and Design 25, no. 61 (October 20, 2019): 1035–38. http://dx.doi.org/10.3130/aijt.25.1035.

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TANAKA, Kyoji, Daisuke TACHIBANA, Ichiro SHIMIZU, Ryozo SAWANISHI, Takashi MIWA, Fujihiko TATEYAMA, Ryoji OMORI, and Yoshiaki GOTO. "DEVELOPMENT OF TEST PROCEDURE FOR EVALUATING ROOT RESISTANCE OF WATERPROOFING MEMBRANES." AIJ Journal of Technology and Design 14, no. 27 (2008): 13–16. http://dx.doi.org/10.3130/aijt.14.13.

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TANAKA, Kyoji, Daravuth CHEA, Tao LIN, Nobuo KATO, and Shuji NAKAMURA. "DEVELOPMENT OF WIND RESISTANCE TEST METHOD FOR MECHANICALLY ANCHORED WATERPROOFING MEMBRANES." Journal of Structural and Construction Engineering (Transactions of AIJ) 75, no. 656 (2010): 1789–94. http://dx.doi.org/10.3130/aijs.75.1789.

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Dissertations / Theses on the topic "Construction of Waterproofing Membranes"

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Almonbhi, Ali O. "Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges." University of Akron / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=akron1522880974567767.

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Wanamakok, Phuwanai. "Designing Operations of Geocomposite Membrane Installation in Flexible Pavements." Thesis, Virginia Tech, 2000. http://hdl.handle.net/10919/36040.

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Due to technological innovations new materials are introduced to the construction industry from time to time and need to be installed properly by contractors. Based on their past experience, the contractors have some ideas on how to carry out the operation. However, those ideas are just a good starting point. In order to attain an efficient and productive operation, many issues need to be considered and clarified. To design a new construction operation, the designer needs to completely understand the processes, consider all relevant issues, and review all governing criteria. Achieving practical and productive operations for new technologies requires careful and thorough planning. Simulation modeling can be a very effective technique to design construction operations for new technologies. Simulation modeling allows experimenting with many of the factors involved in the operations prior to initial construction. Early construction sequencing can allow testing of many alternatives without expensive installations.

Geosynthetics are currently being incorporated in flexible pavement systems to improve their performance. However, geosynthetics must be used in the correct application and installed properly in order to produce good results. One of the newly developed geosynthetics is geocomposite membrane that thought to provide strain energy absorption and a moisture barrier. This research discusses the application of discrete-event simulation (DES) to design and analyze the installation of geocomposite membranes in flexible pavements. Data collected from two test sections at the Virginia Smart Road in Blacksburg, Virginia was used for modeling and analysis. STROBOSCOPE, a programming language designed for modeling complex operations, was used as the simulation engine. The process used in the development of simulation models is discussed. A number of installation alternatives were studied and simulated to examine their practicality and to investigate their productivity, resource utilization, and unit cost.


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Frobel, Ronald K., R. A. Jimenez, C. Brent Cluff, and Gene R. Morris. "Asphalt-Crumb Rubber Waterproofing Membrane." Water Resources Research Center. The University of Arizona, 2014. http://hdl.handle.net/10150/314283.

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No date on item. Authors' manuscript.
This report is concerned with laboratory testing and field investigations of a water seepage barrier consisting of asphalt cement and reclaimed crumb-rubber tire peel. The test methods that were utilized and evaluated included the following: water vapor transmission (ASTM E96 -72, Procedure BW), water absorption (ASTM 570-72), ductility (ASTM D113-74), viscosity, toughness, and brittleness /impact resistance (ASTM 0994-72). The test results showed that the asphalt-rubber as a membrane is relatively impermeable and absorbs an insignificant amount of water. The crumb rubber effectively increases the viscosity of the asphalt cement while decreasing the ductility value. The asphalt-rubber combination exhibits a tough, impact resistant membrane with excellent waterproofing properties.
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Sumsion, Eric Scott. "Condition Assessment of Decommissioned Bridge Decks Treated with Waterproofing Membranes and Asphalt Overlays." BYU ScholarsArchive, 2013. https://scholarsarchive.byu.edu/etd/4009.

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The objective of this research was to assess the condition of four decommissioned bridge decks treated with waterproofing membranes and asphalt overlays following the completion of their service lives. Large samples were cut from each of the bridge decks immediately prior to demolition and taken to the Brigham Young University Highway Materials Laboratory, where extensive sampling and testing was performed. Methods used to evaluate the condition of the bridge deck samples included visual inspection, hammer sounding, Schmidt rebound hammer testing, resistivity testing, half-cell potential testing, linear polarization testing, cover depth measurement, and chloride concentration measurement. The samples were removed from four concrete bridge decks along the Interstate 15 corridor in Provo, Utah. One bridge deck was constructed in 1937, two were constructed in 1964, and one was constructed in 1984. Each of the bridge decks was constructed using conventional cast-in-place methods. With the exception of the 1984 bridge deck, which had epoxy-coated rebar, all of the bridge decks were reinforced with black bar. A waterproofing membrane was installed on each of the bridge decks in 1984, meaning each waterproofing membrane had been in service for 26 or 27 years at the time of sampling. With the exception of one of the bridges, which was in good condition after 26 years of service, each of the bridge decks sampled had successfully served for at least 46 years. Aside from asphalt maintenance, no rehabilitation was needed on any of the bridge decks following installation of the waterproofing membranes. Without the application of the waterproofing membranes, the chloride concentrations in the bridge decks likely would have been much higher. Additional exposure to chloride ions from deicing salts would have quickly increased the chloride concentration in the concrete above critical levels, which would have led to significant corrosion and bridge deck deterioration, prematurely. While the application of membranes as a bridge deck maintenance procedure has mostly been replaced by the use of epoxy-based polymer overlays, many bridge decks protected with membrane systems are still in service today. The research findings suggest that application of waterproofing membranes and asphalt overlays in a timely manner, before the accumulation of excessive amounts of chlorides within a deck, can be an effective approach for concrete bridge deck preservation.
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Pecku, Suven. "The use of thermoplastic starch for the modification of hydrophilic breathable membranes." Diss., Pretoria : [s.n.], 2009. http://upetd.up.ac.za/thesis/available/etd-06302009-175421/.

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Eliassi, Sherko, and Ismail Shamma. "Fuktskydd av grundkonstruktioner : En utvärdering av olika system och problem." Thesis, KTH, Byggnadsteknik, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-187877.

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Byggnader med grundkonstruktioner under mark blir allt vanligare. Att bygga långt ner i marken innebär ofta att man måste handskas med det fluktuerande grundvattnet. Konstruktioners beständighet och livslängd beror många gånger på vattenbeständigheten. Det byggs en mängd olika betongkonstruktioner som är utsatta för ensidigt vattentryck. Kravet på vattentätheten varierar beroende på syfte och användning av byggnaden. Det kan för ett parkeringsdäck vara acceptabelt med vattenläckage medan det i kommersiella byggnader inte tillåts vatteninträngning överhuvudtaget. Denna uppsats utreder hur man fuktsäkrar husgrunder under grundvattenytan. Vattentätheten i grundkonstruktioner beror framförallt på tre faktorer. Det får inte existera breda genomgående sprickor i betongen. Gjutfogar och rörelsefogar bildar diskontinuiteter i grundkonstruktioner som måste tätas. Vidare måste anslutande element såsom fundament och pålar tätas. Hänsyn bör tas till faktorerna för att slippa läckage och att behöva efterbehandla grundkonstruktioner som innebär stora kostnader i förhållande till en tät byggnad från första början. Syftet med examensarbetet var att för svenska konstruktörer presentera hur man projekterar en fuktsäker grundkonstruktion under grundvattenytan. På uppdrag av Sweco har rapporten utrett de tekniker som finns, vad dessa har för egenskaper och begränsningar samt när dessa är lämpliga. Utredningen baseras på en omfattande litteraturstudie och en intervjustudie med involverade parter vid nybyggnation. Målet med rapporten var att presentera hur man framgångsrikt projekterar och bygger vattentäta betongkonstruktioner under grundvattenytan. Rapporten ska ge en överskådlig introduktion samt underlätta för de som eftersträvar ingående förståelse inom ämnet. Den riktar sig framförallt till projektörer men även övriga parter med en betydande roll skall kunna följa rapporten för en bättre förståelse och kännedom. Befintliga lösningar utvärderas genom en omfattande litteraturstudie och en kvalitativ intervjustudie med konstruktörer, entreprenörer och leverantörer av tätningstekniker. Samtliga aktörers kompetens och erfarenhet sammanfördes för att identifiera förbättringspotentialen i projektering- och produktionsfasen av vattentäta grundkonstruktioner. Kompetensen finns i branschen men återkopplingen och feedbacken är synnerligen begränsad. Åsikter och kunnigheter är utspridda mellan många källor vilket gör att en enhetlig bild saknas. Sammanfattningsvis visar studien dels att man som konsult tillsammans med entreprenör bör göra en ny risk- och konsekvensanalys inför varje projekt. Olika tätningsalternativ bör övervägas för att medvetandegöra varje parts del av riskhanteringen. Vidare bör man som konstruktör leverera isometriska perspektiv alternativt digitala 3D ritningar för att tydliggöra komplicerade och kvalitetskritiska detaljer. Slutligen bör hantverkare på byggarbetsplatsen vara utbildade och se mervärdet av en sprickminimerad betong och väl utförd tätning av fogar och anslutande element. Konsulter och entreprenörer bör tillsammans efter varje projekt utvärdera valda tätningstekniker för att tillsammans driva de framåt i utvecklingen.
Buildings with foundations below ground is becoming increasingly common. Building far below the ground level means that you have to deal with the fluctuating groundwater. A variety of concrete structures are subjected to one-sided water pressure. Structures' durability and longevity many times depends on the water resistance. The requirement considering waterproofing varies depending on the purpose and use of the building. It can for example be acceptable with some water leakage in a parking deck, while it can be unacceptable for commercial buildings. This paper investigates how to waterproof building foundations below the groundwater level. The water tightness of foundations is mainly depending on three factors. Wide thoroughgoing cracks cannot exist in the concrete. Construction joints and expansion joints forming discontinuities in the foundation must be sealed. Furthermore, connecting elements such as mat-slabs and pile heads must be sealed. These three factors should all be considered to avoid leaks and to avoid the need of after-treatment which means high costs in relation to a waterproof foundation in the first place. The aim of the thesis was to present for Swedish designers how you waterproof foundations below the groundwater level. On behalf of Sweco the report investigated the existing techniques, which properties and limitations they have and when they are suitable. The study is based on an extensive literature review and interviews with involved parties during construction. The goal of the report was to present how to successfully project and build water-proof concrete structures below the groundwater level. The report should give a clear introduction to the subject and facilitate for those who aspire a thorough understanding of the subject. It is primarily aimed to designers, other parties with a significant role can also follow the report for a better understanding and awareness. Existing solutions are evaluated through an extensive literature review and qualitative interviews with designers, contractors and suppliers of sealing techniques. All participant’s skills and experiences were brought together to identify potential for improvement in project planning and production phase of waterproof foundations. The expertise is available in the industry, but the feedback is exceedingly limited. The opinions and skills are sprawled among many sources, which means that a uniform image is missing. In summary, the study shows that consultants and contractors together should make a new risk and impact assessment ahead of each project. Various waterproofing options should be considered, to raise the awareness of each parts share of the risk management. Furthermore the designer should deliver isometric perspectives or digital 3D drawings to clarify complex and quality-critical parts. Finally, craftsman on the construction should be educated and aware of the additional value of a crack minimized concrete and well executed sealing of joints and connecting elements. Consultants and contractors should evaluate the waterproofing techniques after each project to jointly push the technologies forward.
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Maurin, Bernard. "Morphogénèse des membranes textiles architecturales." Montpellier 2, 1998. http://www.theses.fr/1998MON20028.

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Le developpement des structures a base de toiles textiles tendues souligne l'insuffisance des approches conceptuelles traditionnelles et necessite de nouvelles methodes. Les travaux presentes dans ce memoire se rapportent ainsi a l'etude des procedes de recherche de forme des membranes textiles architecturales et a la decoupe de laizes. Nous mettons tout d'abord en evidence l'insuffisance d'une representation discrete des toiles tendues (reseaux de cables) et proposons la methode de recherche de forme des densites de contraintes surfaciques qui s'appuie sur une modelisation continue du domaine. Cet aspect est complete par une etude de la stabilite ainsi que des mecanismes des structures tendues. L'attention se porte ensuite sur les procedes destines a l'investigation de formes minimales : reseaux de cables de longueur minimale et surfaces d'aire minima. Deux methodes sont presentees, une premiere fondee sur l'utilisation des methodes de densites et une seconde approche liee a la minimisation de fonctionnelles selon la methode du gradient conjugue (problemes d'optimisation). Nous proposons egalement un outil autorisant le calcul des caracteristiques geometriques des surfaces (valeurs des courbures moyennes et gaussiennes en tout point du milieu). Enfin, la methode de composition des contraintes dediee a la determination des formes de decoupe du tissu permet de prendre en consideration les parametres de geometrie, etat de pretension du domaine et rheologie du materiau, tout en attenuant les erreurs inherentes a toute decoupe de laizes (minimisation selon des methodes de moindres carres). Ces developpements visent a apporter des reponses concretes aux problemes poses, directement utilisables par les concepteurs.
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Embretsen, Erik, and Joel Häggström. "Slitlager på broar : En kunskapssammanställning om slitlager på broar med fokus på slitbetong." Thesis, Högskolan Dalarna, Byggteknik, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:du-28841.

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Denna rapport har kommit till efter en studie som genomförts för att försöka identifiera de viktigaste faktorerna som påverkar valet av slitlager på broar. Studien syftade även till att försöka bringa klarhet över vilka grunder som slitlager tidigare har valts på och bör väljas på i framtiden. Resultatet av studien är att slitlager riskeras att baseras på oklara grunder utan en tydlig motivering och otydliga riktlinjer. Det är ofta som personliga åsikter har ett stort inflytande i valet av slitlager. Ekonomi, typ av entreprenad eller estetik är andra avgörande faktorer vid val av slitlager. Studien har genomförts utifrån djupgående intervjuer med sakkunniga personer.
This report is the result of a study conducted to try to identify the most important factors affecting the choice of surface course on bridges. The study also aimed to clarify the reasons for which surface course were previously chosen and should be chosen in the future. The result of the study is that the surface course are likely to be chosen on unclear grounds without a clear motivation and unclear guidelines. It is often that private opinions have a big influence on the choice of the surface course. Economics, type of contract or aesthetics are other crucial factors in choosing of the surface course. The study has been conducted using in-depth interviews with people having knowledge in the field.
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Rossi, Claire. "Construction et validation de modèles membranaires biomimétiques supportés pour l'étude des interactions protéines/membranes." Compiègne, 2005. http://www.theses.fr/2005COMP1611.

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L'objectif de ces travaux est de développer des membranes biomimétiques facilitant les études des interactions protéines-membranes. Ces systèmes membranaires artificiels sont assemblés et ancrés sur des substrats solides afin de permettre l'application de mesures physico-chimiques (SPR, FRAP, AFM). Afin de réaliser des membranes biologiques synthétiques couplées au support et délimitant deux compartiments distincts (cis/in et trans/out), notre approche consiste à coupler de façon covalente une bicouche de lipides à une surface plane (or, verre, etc. ) préalablement activée, par l'intermédiaire de lipides fonctionnalisés incorporés directement dans des vésicules lipidiques. Une étude par plan d'expérience Doehlert a permis de contrôler la formation de ces bicouches supportées. Ces membranes biomimétiques ont été appliquées à l'étude des interactions calcium-dépendantes de deux protéines : la neurocalcine myristoylée et la toxine Adénylate cyclase de Bordetella pertussis
Our aim is to develop biomimetic membrane systems for protein-membrane interactions studies. These artificial membrane systems are assembled and anchored on solid substrates in order to allow the application of physicochemical measurements (SPR, FRAP, AFM). Ln order to create tethered lipid membrane, which delimit two distinct compartments (cis/in and trans/out), the selected approach is to anchor a lipid bilayer on a functionalized planar surface : (gold, glass, etc. ) in a covalent way, via functionalized lipids which are directly incorporated in lipids vesic1es. A experimental design Doelhert study allowed us to control the formation way of these tethered lipid bilayers. These biomimetic membranes were applied to the study of the calcium-dependent interactions on two proteins: the Myr-neurocalcine, a myristoyled protein and a bacterial toxin, the Adenylate cyc1ase of Bordetella pertussis
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Hemel, Audrey. "Propriétés mécaniques de membranes d’épaisseur nanométriques : construction et mise au point d’un essai de gonflement." Thesis, Vandoeuvre-les-Nancy, INPL, 2010. http://www.theses.fr/2010INPL060N/document.

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Un nouvel essai mécanique a été développé pour répondre à la demande d'analyse des propriétés mécaniques des revêtements et films d'épaisseur nanométrique par essai de gonflement. La méthode utilisée est l'application d'une différence de pression sur une membrane non supportée, usinée en utilisant les techniques standards de gravure microélectronique. Le banc d'essai permettra d'effectuer des essais à haute température (au dessus de 900°C). La principale difficulté rencontrée a été la mise au point d'une méthode de mesure de la déflection de la membrane qui perturbe celle ci aussi peu que possible. Deux techniques ont été utilisées : capteur ponctuel et capteur interférométrique 2D avec référence sphérique. La première technique, plus simple, s'est révélée difficilement praticable, en particulier dans le cas de flambage de la membrane. La mise en place de la deuxième a nécessité une description fine du comportement du système optique (distorsion des images, calcul des interférogrammes) aboutissant à une méthode de mesure simple, susceptible d'être intégrée en ligne au système de contrôle de l'interféromètre, et complétée par un traitement complet des données après essai.Afin de valider l'essai, deux types de revêtements ont été caractérisés. Tout d'abord des films fragiles de nitrure de silicium et de silicium pour mettre en évidence la fiabilité et la reproductibilité des essais. Puis des films minces d'or pour observer l'influence de la microstructure sur le début de la déformation plastique
A new mechanical testing device of free standing membranes by Bulge Test has been built at Institute Jean Lamour in order to investigate the mechanical properties of thin films of nanometric thickness. The Bulge Test measures the deflection of a free standing membrane to which a differential atmospheric pressure has been applied. (The specimens are prepared from film on substrate deposits by cutting a window within the substrate by standard microelectronic techniques.) We aim of achieve tests from room temperature to ~ 900°C. The main technical difficulty met during this work was to develop a non perturbating method of measurement of the film bulge. Two different techniques were tested: point measurement and 2D interferometry using a spherical reference. The first technique, however simple, was difficult to practice, especially in the case of buckling membranes. The second method required a detailed analysis of the whole optical system (image distorsion, calculation of interferograms) leading to a simple measurement method, suitable for integration in the acquisition and command chain of the device, followed by an off line full treatment.The operating method was used on two different sets of specimens: fragile silicon nitride and silicon membranes in order to test the reproducibility of the device. Polycrystalline gold thin films were then used to study the early stage of plastic strain
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Books on the topic "Construction of Waterproofing Membranes"

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Kubal, Michael T. Construction waterproofing handbook. New York: McGraw-Hill, 2000.

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Construction waterproofing handbook. 2nd ed. New York: McGraw-Hill, 2008.

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Manning, David G. Waterproofing membranes for concrete bridge decks. Washington, D.C: National Academy Press, 1995.

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Russell, H. G. Waterproofing membranes for concrete bridge decks. Washington, D.C: Transportation Research Board, 2012.

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Bowes, Robin David. The effects of acid rain on flat roof waterproofing membranes. Salford: University of Salford, 1994.

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Harold, Perkins Philip, ed. Repair, protection, and waterproofing of concrete structures. London: Elsevier Applied Science Publishers, 1986.

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Perkins, Philip Harold. Repair, protection and waterproofing of concrete structures. 3rd ed. London: E&FN Spon, 1997.

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Repair, protection and waterproofing of concrete structures. 3rd ed. London: E&FN Spon, 1997.

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Rainer, Hohmann. Fugenabdichtung bei wasserundurchlässigen Bauwerken aus Beton. 2nd ed. Stuttgart: Fraunhofer-IRB-Verl., 2007.

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Perkins, Philip H. Repair, protection and waterproofing of concrete structures. 3rd ed. London: E. & F.N. Spon, 1997.

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Book chapters on the topic "Construction of Waterproofing Membranes"

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Hémond, Gérard. "Waterproofing Buildings." In Organic Materials for Sustainable Construction, 269–82. Hoboken, NJ USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118616734.ch11.

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Mestat, Philippe. "Geosynthetics and Waterproofing." In Organic Materials for Sustainable Construction, 203–68. Hoboken, NJ USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118616734.ch10.

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Watts, Andrew. "Flat roof: Bitumen-based sheet membranes." In Modern Construction Envelopes, 422–31. Vienna: Springer Vienna, 2011. http://dx.doi.org/10.1007/978-3-7091-0258-9_40.

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Waldvogel, Marius, Roger Zurbriggen, Alfons Berger, and Marco Herwegh. "Combined Methods to Investigate the Crack-Bridging Ability of Waterproofing Membranes." In International Congress on Polymers in Concrete (ICPIC 2018), 249–54. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78175-4_30.

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Hamano, T., Y. Aoki, and T. Kawahara. "CONSTRUCTION AND OPERATION EXPERIENCE OF A DESALINATION PLANT IN CZECHOSLOVAKIA." In Synthetic Polymeric Membranes, edited by Blahoslav Sedláček and Jaroslav Kahovec, 101–10. Berlin, Boston: De Gruyter, 1987. http://dx.doi.org/10.1515/9783110867374-012.

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Henderson, Elyse A., Graham Finch, and Brian Hubbs. "Solutions to Address Osmosis and the Blistering of Liquid Applied Waterproofing Membranes." In Building Science and the Physics of Building Enclosure Performance, 177–94. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2020. http://dx.doi.org/10.1520/stp161720180085.

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Filatova, Darya, and Charles El-Nouty. "Waterproofing Membranes Reliability Analysis by Embedded and High-Throughput Deep-Learning Algorithm." In Studies in Computational Intelligence, 245–60. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-74556-1_15.

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Chatterjee, Aniruddha, and D. P. Hansora. "Fuel Cells: Construction, Design, and Materials." In Organic-Inorganic Composite Polymer Electrolyte Membranes, 399–420. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52739-0_16.

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Crollius, Hugues Roest, John O’brien, and Hans Lehrach. "High-Throughput Library Screening by Fluorescent Hybridizations on Gridded Membranes." In Genetic Library Construction and Screening, 187–207. Berlin, Heidelberg: Springer Berlin Heidelberg, 2002. http://dx.doi.org/10.1007/978-3-642-56408-6_10.

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Ito, Akihiko, Yoshiaki Takemoto, and Kyoji Tanaka. "Proposal of Weatherability Evaluation Method of Construction Sealants for Waterproofing by Measurement of Depth of Damage." In Durability of Building and Construction Sealants and Adhesives: 5th Volume, 123–41. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2014. http://dx.doi.org/10.1520/stp158320140044.

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Conference papers on the topic "Construction of Waterproofing Membranes"

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Ortega, L., B. Serrano, I. Villanova, and A. Ilies. "Waterproofing Membrane, Polyurethane, Thickness of Membrane, Construction Area, Application Tool." In XV International Conference on Durability of Building Materials and Components. CIMNE, 2020. http://dx.doi.org/10.23967/dbmc.2020.159.

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Božík, M., M. Ivanko, A. Mečiar, and M. Petro. "Technology of waterproofing membranes based on mPVC for flat roof." In The 2nd International Conference on Engineering Sciences and Technologies. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315393827-61.

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Crowther, J., D. A. Mawson, and A. Cataldo. "Smart membranes and pipe monitoring networks; waterproofing and real-time leak detection systems." In 20th Biennial Conference of the British Dam Society. ICE Publishing, 2018. http://dx.doi.org/10.1680/sdar.64119.503.

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Hosshin, Y., S. Ishihara, and K. Tanaka. "Examination of Optimum Construction Area for Appropriate Thickness in Polyurethane Waterproofing Construction." In XV International Conference on Durability of Building Materials and Components. CIMNE, 2020. http://dx.doi.org/10.23967/dbmc.2020.158.

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Parker, Christina T., and Niklas W. Vigener. "Extending the Service Life of Historic Terra Cotta Roofing with Fluid-Applied Waterproofing Membranes." In AEI 2015. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479070.065.

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Calatan, Gabriela. "SURFACE WATERPROOFING METHODS OF CLAY BRICKS USED IN VERNACULAR CONSTRUCTION." In 15th International Multidisciplinary Scientific GeoConference SGEM2015. Stef92 Technology, 2015. http://dx.doi.org/10.5593/sgem2015/b62/s26.038.

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Stimolo, Marcello. "Practical utilization of thermography in road construction and in waterproofing systems." In AeroSense 2002, edited by Xavier P. Maldague and Andres E. Rozlosnik. SPIE, 2002. http://dx.doi.org/10.1117/12.459578.

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Kaasinen, Harri I. "Infrared thermography for assessing the quality of waterproofing of bridges under construction." In Optical Engineering and Photonics in Aerospace Sensing, edited by Lee R. Allen. SPIE, 1993. http://dx.doi.org/10.1117/12.141987.

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Lee, Sunghyun, Sehoon Jeon, and Myongshin Song. "A Study of the Osmotic Properties of Hardened Cementitious Materials With Waterproofing Materials." In Research, Development and Practice in Structural Engineering and Construction. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-08-7920-4_m-31-0274.

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Partl, M., and S. Hean. "Practical aspects of interaction between mastic asphalt and waterproofing components in bridge and tunnel construction." In Proceedings of the Fourth European Symposium on Performance of Bituminous and Hydraulic Materials in Pavements, Bitmat 4. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2017. http://dx.doi.org/10.4324/9780203743928-11.

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