Thèses sur le sujet « Stress and fracturing field »
Créez une référence correcte selon les styles APA, MLA, Chicago, Harvard et plusieurs autres
Consultez les 50 meilleures thèses pour votre recherche sur le sujet « Stress and fracturing field ».
À côté de chaque source dans la liste de références il y a un bouton « Ajouter à la bibliographie ». Cliquez sur ce bouton, et nous générerons automatiquement la référence bibliographique pour la source choisie selon votre style de citation préféré : APA, MLA, Harvard, Vancouver, Chicago, etc.
Vous pouvez aussi télécharger le texte intégral de la publication scolaire au format pdf et consulter son résumé en ligne lorsque ces informations sont inclues dans les métadonnées.
Parcourez les thèses sur diverses disciplines et organisez correctement votre bibliographie.
Robeck, Eric Dean. « The effects of fault-induced stress anisotropy on fracturing, folding and sill emplacement : insights from the Bowie coal mines, southern Piceance basin, western Colorado / ». Diss., CLICK HERE for online access, 2005. http://contentdm.lib.byu.edu/ETD/image/etd760.pdf.
Texte intégralCharsley, Andrew Darrin. « Interpretation of sleeve fracturing for stress measurement ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0010/MQ61252.pdf.
Texte intégralKim, Kwangmin. « Rock Fracturing & ; Mine to Mill Optimization ». Diss., The University of Arizona, 2012. http://hdl.handle.net/10150/242456.
Texte intégralTang, Yin-tong. « Rock stress determination in Hong Kong Island by using hydraulic fracturing method / ». View the Table of Contents & ; Abstract, 2005. http://sunzi.lib.hku.hk/hkuto/record/B36357625.
Texte intégralTang, Yin-tong, et 鄧燕棠. « Rock stress determination in Hong Kong Island by using hydraulic fracturing method ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B45014322.
Texte intégralAnyanwu, Ezechukwu John. « Low Alloy Steel Susceptibility to Stress Corrosion Cracking in Hydraulic Fracturing Environment ». University of Dayton / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1398948610.
Texte intégralnn, Arthur Glenn Arthur. « Microseismicity in the Ekofisk field : faulting and fracturing in a compacting chalk reservoir ». Thesis, University of Bristol, 2011. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.551325.
Texte intégralStafford, Catherine Elizabeth. « An experimental study of the compaction and creep behaviour of oolitic sands ». Thesis, University College London (University of London), 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.312997.
Texte intégralDu, Jing. « Geophysical inversion of far-field deformation for hydraulic fracture and reservoir information / ». Digital version accessible at:, 2000. http://wwwlib.umi.com/cr/utexas/main.
Texte intégralDölle, Michael. « Field effect transistor based CMOS stress sensors / ». Tönning ; Lübeck Marburg : Der Andere Verlag, 2006. http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&doc_number=016086105&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA.
Texte intégralWoolard, Deonna Faye. « Thermoelastic and photoelastic full-field stress measurement ». W&M ScholarWorks, 1999. https://scholarworks.wm.edu/etd/1539623969.
Texte intégralValley, Benoît Christian. « The relation between natural fracturing and stress heterogeneities in deep-seated crystalline rocks at Soultz-sous-Forêts (France) / ». Zürich : ETH Reprozentrale Hönggerberg, HIL C45, Zürich, 2007. http://e-collection.ethbib.ethz.ch/show?type=diss&nr=17385.
Texte intégralGao, Sui. « In-plane stress analysis using tensor field photoelasticity ». Thesis, University of British Columbia, 2011. http://hdl.handle.net/2429/37059.
Texte intégralCristiano, Elena <1988>. « Stress Field and Seismicity at Campi Flegrei Caldera ». Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2016. http://amsdottorato.unibo.it/7555/1/cristiano_elena_tesi2.pdf.
Texte intégralCristiano, Elena <1988>. « Stress Field and Seismicity at Campi Flegrei Caldera ». Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2016. http://amsdottorato.unibo.it/7555/.
Texte intégralHolland, Austin Adams. « Imaging Time Dependent Crustal Deformation Using GPS Geodesy And Induced Seismicity, Stress And Optimal Fault Orientations In The North American Mid-Continent ». Diss., The University of Arizona, 2014. http://hdl.handle.net/10150/332903.
Texte intégralBlake, Kelly. « Crustal Stress Heterogeneity in the Vicinity of a Geothermal Field : Coso Geothermal Field, CA ». Master's thesis, Temple University Libraries, 2011. http://cdm16002.contentdm.oclc.org/cdm/ref/collection/p245801coll10/id/152710.
Texte intégralM.S.
Borehole induced structures seen in image logs from the Coso Geothermal Field, CA record variation in the azimuth of principal stress. Image logs of these structures from five boreholes were analyzed to quantify the stress heterogeneity for three geologically distinct locations: two boreholes within the Coso Geothermal Field (one in an actively produced volume), two on the margin of the Coso Geothermal Field and outside the production area, and a control borehole several tens of kilometers south of the Coso Geothermal Field. Average directions of Shmin and its standard deviation are similar along the eastern portion of the geothermal field at ~107 ± 28°; this is distinct from the western portion which has an azimuth of 081 ± 18° and also distinct from outside the geothermal field where the average azimuth is 092 ± 47°. These relationships suggest a correlation of stress orientation and heterogeneity with slip on the Coso Wash fault, suggesting that ~20 years of production has not affected the Shmin.orientation. The slope of power spectrum quantifies the length-scale dependence of stress rotations for the volume of the brittle crust penetrated by each borehole. Spectral analysis was applied to the depth variation of stress direction and it demonstrates that: (1) the data set contains distinct wavelengths of stress rotation, (2) that the relative power of these wavelengths in the total scaling of stress directions demonstrates a fractal distribution and (3) in a manner consistent with earthquakes causing the stress rotations. While the vertically averaged Shmin orientation for the three eastern boreholes varied by as little as 1°, the spectral slopes varied by 0.4 log (deg2 *m)(m) from the inside to the margin unproduced areas of the Coso Geothermal Field. The two boreholes inside the field had spectral slopes within one standard deviation, even though Shmin orientations were not parallel. These results suggest that at the kilometer length scale, the source of stress heterogeneity is dominated by proximity to recent fault slip, whereas the centimeter to meter stress heterogeneity is dominated by earthquake activity.
Temple University--Theses
Hirsch, Jameson K., K. Bryant Smalley, Emily M. Selby-Nelson, Jane M. Hamel-Lambert, Michael R. Rosmann, Tammy A. Barnes, Daniel Abrahamson et al. « Psychosocial Impact of Fracking : a Review of the Literature on the Mental Health Consequences of Hydraulic Fracturing ». Digital Commons @ East Tennessee State University, 2018. https://dc.etsu.edu/etsu-works/2749.
Texte intégralCotta, Igor Frederico Stoianov. « Splitting method in multisite damage solids : mixed mode fracturing and fatigue problems ». Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-08032016-103918/.
Texte intégralO projeto de estruturas complexas demanda a previsão de possíveis processos de ruptura governados por fraturamento, devido à existência de inevitáveis defeitos pré-existentes, como entalhes e fissuras. Por um lado, a complexidade da estrutura e a presença de muitos defeitos a serem considerados no modelo podem tornar a análise inviável devido ao esforço computacional necessário. Por outro lado, é importante procurar desenvolver uma estrutura computacional baseada em métodos numéricos para estudar estes problemas. Um modo de superar as dificuldades mencionadas, portanto tornando possível a análise de estruturas complexas com muitas fissuras e outros defeitos, consiste em combinar um modelo mecânico que seja representativo com um método numérico eficiente. Este é precisamente o objetivo fundamental deste trabalho. Primeiramente, o Método da Partição é utilizado para a construção de um modelo representativo. Em segundo lugar, o Método dos Elementos Finitos Generalizados (GFEM) é empregado por ser um método numérico eficiente, no qual as estratégias de enriquecimento da solução aproximada usando funções de tensão, em particular, podem ser exploradas. A estrutura do GFEM também permite evitar o excessivo refinamento da malha, que aumenta o esforço computacional em análises convencionais nas quais se utiliza o método dos elementos finitos. No Método da Partição, um tipo de método de decomposição, o problema original é subdividido em problemas locais e globais que são então combinados impondo-se a nulidade do vetor de tensões na superfície da fissura. Neste trabalho, o Método da Partição foi completamente programado em linguagem Python® e sua utilização estendida para analisar a propagação de fissuras, incluindo-se a associação do crescimento com a resposta em fadiga. Além disso, o código gerado apresenta diversas características relacionadas aos conceitos da Mecânica da Fratura, como o cálculo do fator de intensidade de tensão (modos I e II) mediante a Integral J. Alguns exemplos são apresentados para ilustrar a propagação de fissuras em estruturas multi-fraturadas. Mostra-se que para este tipo de problemas a estratégia de enriquecimento fornecida pelo GFEM é essencial. Além disso, o exemplo final comprova que a ferramenta computacional permite a investigação de diferentes possíveis cenários de fissuras com uma análise de baixo custo. Conclui-se sobre a representatividade e eficiência da metodologia proposta.
Bas, Gokcen. « Electric Field Analysis In Stress Controlled High Voltage Cables ». Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12605778/index.pdf.
Texte intégralLuo, Chenyi [Verfasser], et Wolfgang [Akademischer Betreuer] Ehlers. « A phase-field model embedded in the theory of porous media with application to hydraulic fracturing / Chenyi Luo ; Betreuer : Wolfgang Ehlers ». Stuttgart : Universitätsbibliothek der Universität Stuttgart, 2019. http://d-nb.info/1184884099/34.
Texte intégralNoii, Nima Verfasser], Lorenzis Laura [Akademischer Betreuer] [De et Peter [Akademischer Betreuer] Wriggers. « Variational-based Global-Local approach for a phase-field formulation of a fracturing material / Nima Noii ; Laura De Lorenzis, Peter Wriggers ». Braunschweig : Technische Universität Braunschweig, 2021. http://d-nb.info/1237412129/34.
Texte intégralRiggenbach, Kane Ryan. « Finite Geometry Correction Factors for the Stress Field and Stress Intensities at Transverse Fillet Welds ». Case Western Reserve University School of Graduate Studies / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=case1339121761.
Texte intégralMYGDALSKYY, VOLODYMYR. « Analysis of stress field of box-like shells with cracks ». 京都大学 (Kyoto University), 2002. http://hdl.handle.net/2433/149381.
Texte intégralHussey, I. W. « The influence of notch stress field on fatigue crack growth ». Thesis, University of Portsmouth, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.372739.
Texte intégralRomero, Juan (Juan Andrés). « Effects of geometry on compliant, stress field force sensor characteristics ». Thesis, Massachusetts Institute of Technology, 2018. http://hdl.handle.net/1721.1/119906.
Texte intégralThis electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections.
Cataloged from student-submitted PDF version of thesis.
Includes bibliographical references (pages 91-92).
This thesis details the development and characterization of multiple geometries for compliant, stress field (SF) force sensors. The goal of exploring these different sensor designs is to begin identification of the geometric properties of SF force sensors that are most optimal for certain loading conditions. This work prioritizes robotic locomotion as the qualifying loading condition, with some considerations towards human locomotion. The stress field force sensors are comprised of a protected array of piezoelectric pressure sensor elements, embedded in an elastomer body. The geometric properties considered are orientation of the sensor elements, and shape and size of the elastomer body. In previous work, cylindrical stress field force sensors were developed and characterized for use in a force sensing smart-shoe. A material model for the elastomer used was also found. Depending on the geometry chosen, voltage values reported by the piezoelectric sensor elements are able to be resolved into forces along three axes, torques about the non-normal axes, and ground contact angle. This computation is done using linear and nonlinear methods, notably linear regression to determine coefficients for force and angle estimator functions and the use of least squares artificial neural networks (LSANN), respectively. The SF force sensors are manufactured using methods developed by Meng Yee (Michael) Chuah of the MIT Biomimetic Robotics Laboratory (BRL). These SF force sensors are able to measure forces over several orders of magnitude, ranging from 10-2 to 103 N depending on the geometric properties of the sensor. Certain SF force sensor geometries provide different outcomes in terms of accuracy, sensitivity, maximum loading, torque measurement, and contact angle measurement. For example, sensors with decreased thickness displayed increased ability to measure smaller forces, and sensors that have outwardly cylindrical elastomer layers are capable of estimating torques. Additionally, of the SF force sensor geometries explored, sensors with hemispherical elastomer shapes had a lower (2-4%) root mean squared (RMS) error in both normal and shear force directions, and were most capable of measuring roll angles. These outcomes will be further detailed in this paper. The creation of these footpad sensors are a part of ongoing work aimed at developing low-cost, durable force sensors for use in the locomotion of dynamic robots. These force sensors would be beneficial in aiding robotic pose estimation and contact detection, thereby allowing traversal of more variable terrain. Implementation of these SF force sensor geometries was conducted by measuring standing and walking forces of the MIT Cheetah 3 quadruped robot and the little HERMES biped robot while each was outfitted with SF force sensing feet. Accurate normal force and roll angle estimates were able to be produced for hemispherical SF force sensors attached to Little HERMES. The MIT Cheetah 3 quadrupedal robot posed challenges to establishing a reliable force comparison. However, the SF force sensors (error of -17 N in flight) performed better then the Cheetah's proprioception (error of ±150 N in flight) when it came to distinguishing between stance and flight. It is postulated that this is due to decreased susceptibility to inertial noise. Future iterations of the SF force sensors developed in this thesis could enable legged robots to have more robust force measurement and pose estimation when undergoing dynamic locomotion. Such capabilities could allow legged robots to achieve performances matching those of animals and take on complex tasks to the benefit of our society.
by Juan Romero.
S.B.
Yukutake, Yohei. « Spatial change in the stress field around large earthquake faults ». 京都大学 (Kyoto University), 2006. http://hdl.handle.net/2433/144197.
Texte intégral0048
新制・課程博士
博士(理学)
甲第12114号
理博第3008号
新制||理||1448(附属図書館)
23950
UT51-2006-J109
京都大学大学院理学研究科地球惑星科学専攻
(主査)助教授 飯尾 能久, 教授 平原 和朗, 教授 橋本 学
学位規則第4条第1項該当
Cattò, Silvia <1990>. « Thermochronometric evidence of far-field stress transfer in continental collisions ». Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2018. http://amsdottorato.unibo.it/8653/1/SC_Tesi_SilviaCatto%CC%80.pdf.
Texte intégralCILIBERTI, MARIA GIOVANNA. « NUTRITION AND STRESS : A field study on the effects of diet on stress-related responses in sheep ». Doctoral thesis, Università di Foggia, 2014. http://hdl.handle.net/11369/331736.
Texte intégralZhang, Fengguo. « Determination of the stress field in polycrystalline materials by Laue microdiffraction ». Thesis, Paris, ENSAM, 2015. http://www.theses.fr/2015ENAM0020/document.
Texte intégralLaue microdiffraction is a powerful technique to characterize the intragranular elastic strain field at the scale of micrometer. Although a standard procedure extracting elastic strain and crystal orientation from Laue image has been well-established, it can suffer from two sources of uncertainties: the determination of peaks' positions and the sensitivity to calibration parameters. In light of the high accuracy of digital image correlation (DIC), we developed the so-called Laue-DIC method which used the peaks' displacements measured by DIC instead of peaks' positions to determine the elastic strain increment and rotation between two mechanical configurations. This method has been proved more efficient than the standard procedure in terms of stress profiles of bended beam. We also developed the enhanced version of Laue-DIC. By using the term “enhanced”, we mean that we attempt to obtain both lattice matrices and calibration parameters of two configurations rather than solely the elastic strain increment and rotation from peaks' displacements.Aside from the formulation of Laue-DIC, we also developed a procedure of statistically estimating the errors of elastic strain/stress resulted from DIC errors and calibration accuracy. We have first validated a classical noise model, Poissonian-Gaussian model, from diffraction images acquired at synchrotron radiation facility. With the noise model, we could statistically estimate the DIC errors by synthesizing artificial spots. The estimated DIC errors were further transmitted into the errors of Laue-DIC through statistical tests
Tan, Mingan. « On the singular stress field at the interface of bimaterial systems ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq41516.pdf.
Texte intégralShope, Mitchell G. (Mitchell Grafton). « Strength characterization of wood to wood connections using stress field analysis ». Thesis, Massachusetts Institute of Technology, 2016. http://hdl.handle.net/1721.1/104245.
Texte intégralCataloged from PDF version of thesis.
Includes bibliographical references (pages 69-70).
Minimizing construction cost and material usage are two dominant aspects in structural design. As a building material, timber presents a cheap, renewable option. However, current practice favors steel connections for wood structures. Wood to wood connections offer a solution to the minimization of steel connections. While some wood-only connections are referenced in timber codes, small modifications to these designs as well as a multitude of other possible connection types are yet to be characterized. This thesis analyzes wood to wood joints with stress fields. Stress field analyses may quickly and easily enable the design of timber joints and characterize the maximum loads they can handle. First, this thesis surveys and interconnects the theoretical concepts of wood behavior, plastic design, stress fields, and graphic statics. Additionally, this thesis tests these relationships empirically by load testing a designed double-birdsmouth connection and observing inconsistencies between the theoretical stress field model, code-required strength, and physical tests. The thesis shows that stress fields are a suitable design approach when considering the design of this wood-wood joint. The results also show that careful consideration must be attributed to the material properties of the wood as well as the possible failure modes. This thesis finally shows that shear failure should be checked in addition to compressive and tensile failure and provides a quick method to ensure a safe design.
by Mitchell G. Shope.
M. Eng.
Wolfe, Christopher Edward. « Damage accumulation in a gradient stress field in graphite/epoxy laminates ». Thesis, Massachusetts Institute of Technology, 1989. http://hdl.handle.net/1721.1/39360.
Texte intégralSimmonds, Michael Patrick. « The stress field in a suspension of swimming model micro-organisms ». Thesis, University of Cambridge, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.615714.
Texte intégralNam, Taeksun. « Finite Analysis of Residual Stress Field Induced by Laser Shock Peening ». The Ohio State University, 2002. http://rave.ohiolink.edu/etdc/view?acc_num=osu1216991714.
Texte intégralRoman, Diana Christine. « Changes in local stress field orientation in response to magmatic activity / ». view abstract or download file of text, 2004. http://wwwlib.umi.com/cr/uoregon/fullcit?p3136443.
Texte intégralKese, Kwadwo O. « Relaxation and nanomechanical studies of the Vickers residual stress field in glass / ». Doctoral thesis, Stockholm, 2004. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-48.
Texte intégralYun, Kyyoul. « Magnetoelastic behavior of Ni-Fe alloys under magnetic field and tensile stress ». Kyoto University, 2009. http://hdl.handle.net/2433/123897.
Texte intégral0048
新制・課程博士
博士(エネルギー科学)
甲第14744号
エネ博第197号
新制||エネ||44(附属図書館)
UT51-2009-D456
京都大学大学院エネルギー科学研究科エネルギー変換科学専攻
(主査)教授 松本 英治, 教授 星出 敏彦, 教授 琵琶 志朗
学位規則第4条第1項該当
Sen, Debamoy. « Coupled Field Modeling of Gas Tungsten Arc Welding ». Diss., Virginia Tech, 2012. http://hdl.handle.net/10919/38820.
Texte intégralPh. D.
Martin, Edward. « Determining the Amount of Irrigation Water Applied to a Field ». College of Agriculture and Life Sciences, University of Arizona (Tucson, AZ), 2006. http://hdl.handle.net/10150/147030.
Texte intégralCritical to any irrigation management approach is an accurate estimate of the amount of water applied to a field. Too little water causes unnecessary water stress and can result in yield reductions. Too much water can cause water logging, leaching, and may also result in loss of yield. This publication discusses how to set the water amount and the time period, when taking the system's efficiency into consideration.
Martin, Edward C. « Determining the Amount of Irrigation Water Applied to a Field ». College of Agriculture and Life Sciences, University of Arizona (Tucson, AZ), 2011. http://hdl.handle.net/10150/239611.
Texte intégralSchvezov, Carlos Enrique. « Temperature and dislocation stress field models of the LEC growth of gallium arsenide ». Thesis, University of British Columbia, 1986. http://hdl.handle.net/2429/27525.
Texte intégralApplied Science, Faculty of
Mining Engineering, Keevil Institute of
Graduate
Reynolds, Scott. « Characterization and modelling of the regional in situ stress field of continental Australia ». Title page, contents and abstract only, 2001. http://web4.library.adelaide.edu.au/theses/09PH/09phr465.pdf.
Texte intégralCopies of author's previously published works inserted. Additional resources are available on Web site. The CD-ROM edition has additional information. Bibliography: leaves 139-153. Also available in CD-ROM format.
Mann, Simon T. E. « The contemporary crustal stress field of the Browse Basin, North West Shelf, Australia / ». Title page, contents and abstract only, 2000. http://web4.library.adelaide.edu.au/theses/09SB/09sbm2823.pdf.
Texte intégralRoy, Mark Philip. « Psychobiological reactivity and responses to stress : a laboratory and field study in firefighters ». Thesis, Royal Holloway, University of London, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.323878.
Texte intégralTulloch, Jo. « Stress in the role of the field social worker in a decentralised organisation ». Thesis, University of Sussex, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.387387.
Texte intégralSepasdar, Reza. « A Deep Learning Approach to Predict Full-Field Stress Distribution in Composite Materials ». Thesis, Virginia Tech, 2021. http://hdl.handle.net/10919/103427.
Texte intégralM.S.
Fiber-reinforced composites are material types with excellent mechanical performance. They form the major material in the construction of space shuttles, aircraft, fancy cars, etc., the structures that are designed to be lightweight and at the same time extremely stiff and strong. Due to the broad application, especially in the sensitives industries, fiber-reinforced composites have always been a subject of meticulous research studies. The research studies to better understand the mechanical behavior of these composites has to be conducted on the micro-scale. Since the experimental studies on micro-scale are expensive and extremely limited, numerical simulations are normally adopted. Numerical simulations, however, are complex, time-consuming, and highly computationally expensive even when run on powerful supercomputers. Hence, this research aims to leverage artificial intelligence to reduce the complexity and computational cost associated with the existing high-fidelity simulation techniques. We propose a robust deep learning framework that can be used as a replacement for the conventional numerical simulations to predict important mechanical attributes of the fiber-reinforced composite materials on the micro-scale. The proposed framework is shown to have high accuracy in predicting complex phenomena including stress distributions at various stages of mechanical loading.
Mildren, Scott. « The contemporary stress field of Australia's North West Shelf and collision=-related Tectonism / ». Title page, contents and abstract only, 1997. http://web4.library.adelaide.edu.au/theses/09PH/09phm641.pdf.
Texte intégralMcLaughlin, John Gerard. « Renormalisation of the energy-momentum stress tensor for quantum fields on a curved background ». Thesis, University of Oxford, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.276530.
Texte intégralCesaretti, Juan Manuel. « Mechanical stress and stress compensation in Hall sensors ». Thesis, Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/28202.
Texte intégral