Global ETD Search

741	Stabiliserade/solidifierade muddermassor bakom spont i en marin miljö / Stabilized/solidified dredged material behind a sheet pile wall in a marine environment Bergman, Fredrik, Ramel, Christian January 2021 (has links) Vid utvidgning av befintliga hamnar kan den relativt nya metoden stabiliserade/solidifierade (S/S) förorenade muddermassor användas i anslutning till spont. S/S metoden används för att binda föroreningarna fysikaliskt eller stänga in dem samt för att förbättra massornas hållfasthets- och deformationsegenskaper. Istället för att deponera dessa, ofta förorenade, muddermassor till ett högt pris kan det återanvändas i hamnkonstruktionen som ett byggmaterial. Det finns få rapporter som behandlar stabiliserade massor i anslutning till spont och hur de samverkar, vilket gör att det inte finns tydliga riktlinjer för hur metoden ska användas. Dessutom finns det stora osäkerheter kring hur utvecklingen av den odränerade skjuvhållfastheten ökar över tid och hur den kan tas hänsyn till vid projekteringen och därför kan metoden inte utnyttjas på ett effektivt sätt. Den odränerade skjuvhållfastheten utvärderas som halva tryckhållfastheten. Syftet med studien är att kunna prognostisera hur jordtrycket mot en spont beror på de S/S -behandlade muddermassornas egenskaper. Vidare har en projekteringsmetodik till S/S massor i anslutning till spont föreslagits. För att svara på detta har en litteraturstudie gjorts för att samla bakgrundsinformation och skapa en djupare förståelse för ämnet. Därefter gjordes en parameterstudie i FEM-programmet PLAXIS. Resultatet från parameterstudien kunde sedan jämföras med tidigare fält- och laboratorieförsök där egenskapernas förändringar över tid har studerats. Med detta som bakgrund kunde en projekteringsmetodik föreslås. Muddermassorna kan initialt liknas vid en vätska som orsakar ett hydrostatiskt tryck mot sponten. Med tiden kommer massorna härda och därigenom ökar hållfastheten, detta gör så att det horisontella jordtrycket minskar samtidigt som en vertikal pålastning sker vilket ökar det horisontella jordtrycket. Från litteraturstudien kunde det även ses att muddermassornas slutgiltiga hållfasthet och tillväxt beror på bindemedelsmängd och kombination som i sin tur måste anpassas efter muddermassornas vattenkvot och organisk halt. Från parameterstudien kan slutsatsen dras att en av faktorerna som har en större påverkan är hur hög skjuvhållfastheten är efter första härdningen när alla muddermassor har pumpats på plats samt förhållandet mellan skjuvhållfastheten och elasticitetsmodulen och hur de utvecklas. I den föreslagna projekteringsmetoden rekommenderas att dräneringstyp odränerad A och materialmodell Mohr-Coulomb ska användas vid simuleringar. Då det finns så stora osäkerheter kring S/S muddermassor anses materialmodell Mohr-Coulomb vara fullt tillräcklig jämfört med andra mer avancerade modeller då det finns stora osäkerheter kring indatan. Dräneringstyp odränerad A är den mer avancerade dräneringstypen av de tre och tar hänsyn till fler parametrar. Eftersom det kommer ske en utveckling av friktionsvinkel kommer modellen ge en bättre representation. / When expanding existing ports, the relatively new method ofvstabilized/solidified (S/S) contaminated dredged material can be used in connection with a sheet pile wall. The S/S method is used to physically bind the contaminants or trap them and to improve the strength and deformation properties of the masses. Instead of depositing these, often polluted, dredged materials at a high price, it can be reused in the port construction as a buildingmaterial. There are few reports that deal with stabilized masses in connection with a sheet pile wall and how they interact, which means that there are no clear guidelines for how the method should be used. In addition, there are great uncertainties about how the development of the undrained shear strength increases over time and how it can be taken into account in the design and therefore the method cannot be used in an efficient manner. The undrained shear strength is evaluated as half of the compressive strength. The purpose of the study is to be able to forecast how the earth pressure against a sheet pile wall depends on the properties of the S/S-treated dredged material. Furthermore, a design methodology for S/S material in connection with sheet pile wall has been proposed. To answer this, a literature study has been done to gather background information and create a deeper understanding of the subject. A parameter study was also done in the FEM-program PLAXIS. The results from the parameter study could then be compared with previous field and laboratory experiments where the changes in properties over time have been studied. With this as a background, a design methodology could be proposed. The dredged masses can initially be likened to a liquid which causes a hydrostatic pressure against the sheet pile wall. Over time, the masses will harden and thereby increase the shear strength, this means that the horizontal earth pressure decreases at the same time as a vertical loading takes place, which increases the horizontal earth pressure. From the literature study, it could also be seen that the final shear strength and growth of the dredged material depends on the amount of binder and combination, which in turn must be adapted to the water content and the organic content. From the parameter study, it can be concluded that one of the factors that has a greater impact is how high the shear strength is after the first hardening when all dredged materials have been pumped in place and the relationship between the shear strength and modulus of elasticity and the development. In the proposed design method, it is recommended that drainage type undrained A and material model Mohr-Coulomb should be used in simulations. As there are such large uncertainties regarding S/S dredged materials, the Mohr-Coulomb material model is considered to be fully sufficient compared with other more advanced models as there are large uncertainties regarding the input data. Drainage type undrained A is the more advanced drainage type of the three tested and takes the materials friction angle into account. Which will give a better representation. S/S stabilization solidification ex-situ mass stabilization dredged material contaminated stress path consolidation stress binder earth pressure sheet pile quay water Gävle Harbor and Oxelösund S/S stabilisering solidifiering processtabilisering muddermassor förorenade spänningsväg konsolideringstryck bindemedel jordtryck spont hamn vatten Gävle Hamn och Oxelösund Other Civil Engineering Annan samhällsbyggnadsteknik
742	Etude des dalles sur sols renforcés au moyen d'inclusions rigides ou non Antoine, Pierre-Cornélius 21 December 2010 (has links) Soft soil reinforcement by inclusion is a growing technique caracterized by a pile grid and a granular embankment introduced between the reinforced soil and the structure. Unlike traditionnal methods, the load is partially transferred to the pile heads by arching in the embankment. The application area of this research focuses on the shallow foundations case, in which the thickness of the embankment is small. The litterature review shows that only a few studies were dedicated to that case, and that fundamental questions remains concerning the load transfer in the embankment. Chosen method for this research consists in two-dimensionnal physical modelling, analysis of the conducted simulations, and development of an analytical model in order to predict the load transfer to the piles by arching in the embankment. The results of this PhD thesis provide original elements of evidence of the load transfer in the studied system, proposes an analytical model based on block division of the granular embankment by shear bands - which is in good agreement with experimental data - and lead to a better understanding of arching in soils. pieu modélisation physique sol analogique effet voûte efficacité load transfer mechanism displacement and strain fields punching conditions d’appui analogic soil physical modelling granular embankment pile traquage de particules dans une image champ de déplacement et de déformation poinçonnement bande de cisaillement découpage en blocs support conditions shear band efficiency arching image analysis particle image tracking mécanisme de transfert de charge shallow foundations remblai granulaire fondation superficielle renforcement des sols soft soil sol compressible soil reinforcement block division soil-structure interaction / inclusion analyse d’images dalle interaction sol-structure slab inclusion
743	Stavebně technologický projekt výrobní a administrativní haly ATX / Building Construction Project for Industrial and Administrative Building ATX Šrámek, Jiří January 2019 (has links) The subject of this master’s thesis is a solution of chosen parts of building construction project. The project solves industrial hall that contains productions and administrative space. This thesis includes technological regulations for substructure, study of performing the main technological stages, design of using machines, checking and testing plans. Other phrases parts are time schedules, budget, calculations, design of site equipment including engineering report and report for performing access road. Starting materials, which were used for this thesis, were engineering report also including working drawings.
744	Příprava realizace rozhledny Kelčský Javorník, Rajnochovice / Preparation of the implementation of Kelčský Javorník Lookout Tower, Rajnochovice Vokurek, Kamil Unknown Date (has links) This diploma thesis is based on preparation of the implementation of Kelčský Javorník Lookout Tower in Rajnochovice. The main idea of the lookout tower constructing is to increase the local tourism. Diploma thesis assesses the whole project and it is focused on the foundation of the rough lower construction and also on assembly of the higher construction. Planning was assessed in terms of time, finance and in terms of the use of material resources. The quality of construction will be ensured by created inspection and test plans. To increase the overall service life of the structures, a scheduled maintenance schedule was designed. A variant solution of electricity supply was proposed, which will shorten the construction time, reduce the total construction costs and the overall maintenance of the building during its lifetime.
745	Nanolithography on thin films using heated atomic force microscope cantilevers Saxena, Shubham 01 November 2006 (has links) Nanotechnology is expected to play a major role in many technology areas including electronics, materials, and defense. One of the most popular tools for nanoscale surface analysis is the atomic force microscope (AFM). AFM can be used for surface manipulation along with surface imaging. The primary motivation for this research is to demonstrate AFM-based lithography on thin films using cantilevers with integrated heaters. These thermal cantilevers can control the temperature at the end of the tip, and hence they can be used for local in-situ thermal analysis. This research directly addresses applications like nanoscale electrical circuit fabrication/repair and thermal analysis of thin-films. In this study, an investigation was performed on two thin-film materials. One of them is co-polycarbonate, a variant of a polymer named polycarbonate, and the other is an energetic material called pentaerythritol tetranitrate (PETN). Experimental methods involved in the lithography process are discussed, and the results of lithographic experiments performed on co-polycarbonate and PETN are reported. Effects of dominant parameters during lithography experiments like time, temperature, and force are investigated. Results of simulation of the interface temperature between thermal cantilever tip and thin film surface, at the beginning of the lithography process, are also reported. Characterization Deflection Setpoint Grain rearrangement Array Precise positioning Metrology Explosion Explosives Data storage Material Image processing Slow scan disabled Temperature Tip Local In-situ Nanoscale Electrical circuit fabrication Repair Co-polycarbonate Polymers Polycarbonates Energetic materials PETN Simulation Interface Nano-manufacturing Experiment Calibration Raman Frequency Deflagration Decomposition Detonation Build up Pile-up End capped End capping Cross linked Cross-linked Conductivity Microscale MEMS Microcantilever NEMS DPN tDPN Silicon Glass Peak InVOLS Manipulation AFM Atomic force microscope Defense Nanoscale Surface Stiffness Force Scan size Thermal cantilevers Imaging Lithography Nanolithography Thin films Cantilevers Heaters Technology Nanotechnology Scan velocity Scan rate Bake Anneal Pentaerythritol tetranitrate Thin films Thermal properties Atomic force microscopy Microlithography Nanotechnology Surfaces (Technology) Analysis
746	Etude des dalles sur sols renforcés au moyen d'inclusions rigides ou non Antoine, Pierre-Cornélius 21 December 2010 (has links) Soft soil reinforcement by inclusion is a growing technique caracterized by a pile grid and a granular embankment introduced between the reinforced soil and the structure. Unlike traditionnal methods, the load is partially transferred to the pile heads by arching in the embankment. The application area of this research focuses on the shallow foundations case, in which the thickness of the embankment is small. The litterature review shows that only a few studies were dedicated to that case, and that fundamental questions remains concerning the load transfer in the embankment. Chosen method for this research consists in two-dimensionnal physical modelling, analysis of the conducted simulations, and development of an analytical model in order to predict the load transfer to the piles by arching in the embankment. The results of this PhD thesis provide original elements of evidence of the load transfer in the studied system, proposes an analytical model based on block division of the granular embankment by shear bands - which is in good agreement with experimental data - and lead to a better understanding of arching in soils. / Doctorat en Sciences de l'ingénieur / info:eu-repo/semantics/nonPublished Bâtiments génie civil transports Sciences de l'ingénieur Building materials Tiles Earthwork Soil-structure interaction Construction -- Matériaux Carreaux Terrassement Interaction sol-structure pieu modélisation physique sol analogique effet voûte efficacité load transfer mechanism displacement and strain fields punching conditions d’appui analogic soil physical modelling granular embankment pile traquage de particules dans une image champ de déplacement et de déformation poinçonnement bande de cisaillement découpage en blocs support conditions shear band efficiency arching image analysis particle image tracking mécanisme de transfert de charge shallow foundations remblai granulaire fondation superficielle renforcement des sols soft soil sol compressible soil reinforcement block division soil-structure interaction / inclusion analyse d’images dalle interaction sol-structure slab inclusion
747	Montovaná železobetonová konstrukce výrobní haly s administrativou / Prefabricated reinforced concrete structures industrial hall with administration Sitta, Martin January 2017 (has links) As the main topic this thesis describes the design and evaluation of selected reinforced concrete members of the prefabricated reinforced concrete industrial building with administration at ultimate limit state in accordance with applicable standards. Movable overhead crane with carrying capacity of 50 tons is the main distinction of the industrial hall. Lateral frame whit main structural parts which are roof prestressed girder, load-bearing column supporting the overhead crane and drilled pile transferring loads from the upper construction to the load bearing subsoil, is designed in particular. Furthermore, design of the Gerber beam which forms the slab construction in the administrational part of the building is elaborated. Structural design and evaluation of other structures of the building is not part of this thesis.

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