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Tesi sul tema "Superpage"

Autore: Grafiati

Pubblicato: 4 giugno 2021

Ultima modifica: 2 febbraio 2022

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1

Wienand, Ian Raymond Computer Science &amp Engineering Faculty of Engineering UNSW. "Transparent large-page support for Itanium linux." Publisher:University of New South Wales. Computer Science & Engineering, 2008. http://handle.unsw.edu.au/1959.4/41021.

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Abstract (sommario):

The abstraction provided by virtual memory is central to the operation of modern operating systems. Making the most efficient use of the available translation hardware is critical to achieving high performance. The multiple page-size support provided by almost all architectures promises considerable benefits but poses a number of implementation challenges. This thesis presents a minimally-invasive approach to transparent multiple page-size support for Itanium Linux. In particular, it examines the interaction between supporting large pages and Itanium's two inbuilt hardware page-table walkers;

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2

Kim, Hong-Joong. "Evaluation of Superpave and modified Superpave mixtures by means ofAccelerated [sic] Pavement Testing." [Gainesville, Fla.] : University of Florida, 2002. http://purl.fcla.edu/fcla/etd/UFE1001156.

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3

Du, Guangli. "Implementation of the SuperPave IDT analysis procedure." Thesis, KTH, Väg- och banteknik (stängd 20110301), 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-52983.

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Cracking is one of the most severe distress modes of asphaltpavements. Thus characterising the fracture resistance properties of asphaltmixtures is the key issue for improving the performance relatedmixture design. The present master thesis project addresses the implementationof the theoretical framework, which is used to characterise thefracture resistance of mixtures based on the SuperPave indirect tensiletest (IDT). An open source Matlab-based software for analysing resilientmodulus, Poisson’s ratio, creep parameters and fracture resistance parametershas been developed. The software analyse

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4

Yildirim, Yetkin. "Mixing and compaction temperatures for superpave mixes /." Digital version accessible at:, 2000. http://wwwlib.umi.com/cr/utexas/main.

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5

Rahman, Farhana. "Performance evaluation of 4.75-mm NMAS Superpave mixture." Diss., Manhattan, Kan. : Kansas State University, 2010. http://hdl.handle.net/2097/3893.

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6

Prowell, Brian Douglas Brown E. R. "Verification of the superpave gyratory Ndesign compaction levels." Auburn, Ala., 2006. http://repo.lib.auburn.edu/2006%20Spring/doctoral/PROWELL_BRIAN_50.pdf.

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7

Uppu, Kiran Kumar. "Durable superpave hot-mix asphalt mixes in Kansas." Thesis, Kansas State University, 2012. http://hdl.handle.net/2097/13595.

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Master of Science<br>Department of Civil Engineering<br>Mustaque Hossain<br>A recent study at Kansas State University has shown that asphalt producers in Kansas are producing hot-mix asphalt (HMA) mixtures with lower asphalt contents than those in the job-mix formula. These drier mixtures are thought to be susceptible to moisture. This project evaluated the effect of asphalt content on rutting and moisture resistance of HMA. Two different mixtures and four varying asphalt contents, optimum and lower, were selected. Another large-size mixture with four varying asphalt contents was also studied.

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8

Gao, Ya. "Investigation of cracking resistance of recycled Superpave mixtures." Thesis, Kansas State University, 2017. http://hdl.handle.net/2097/38175.

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Master of Science<br>Department of Civil Engineering<br>Mustaque A. Hossain<br>The use of economical and environmentally friendly recycled asphalt materials has become increasingly popular for asphalt pavement construction. Although reclaimed asphalt pavement (RAP) and recycled asphalt shingles (RAS) are typically used in hot-mix asphalt, increasing the amount of RAP and RAS materials increases the potential for premature pavement distresses, especially cracking. This research evaluated four recycled Superpave mixtures with different RAP and RAS contents from Kansas Department of Transportatio

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9

Felker, Victoria. "Characterizing the roughness of Kansas PCC and Superpave pavements /." Search for this dissertation online, 2005. http://wwwlib.umi.com/cr/ksu/main.

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10

Wacker, Brian J. "Evaluation of the rutting resistance of Nevada's superpave mixtures." abstract and full text PDF (free order & download UNR users only), 2006. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1436017.

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11

Hornbeck, Nicholas C. "Effect of compaction effort on Superpave surface course materials." Morgantown, W. Va. : [West Virginia University Libraries], 2008. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=5592.

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Abstract (sommario):

Thesis (M.S.)--West Virginia University, 2008.<br>Title from document title page. Document formatted into pages; contains viii, 73 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 52-54).

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12

Rausch, David Michael Brown E. R. "Laboratory refinement of 4.75 mm Superpave designed asphalt mixtures." Auburn, Ala., 2006. http://repo.lib.auburn.edu/2006%20Summer/Theses/RAUSCH_DAVID_35.pdf.

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13

Knudsen, Christopher M. "Superpave : overview and implementation by the United States Navy." Thesis, Monterey, California. Naval Postgraduate School, 1999. http://hdl.handle.net/10945/9041.

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CIVINS<br>Superpave mix designs have been installed in this country for less than a decade, but have shown promising results thus far. The system provides for design with greater symmetry to the actual loading and aging of asphalt pavements. Although the new mix design utilizes the same materials as the old mix design, the resulting specification requirements are much tighter. While there have been some problems with the installation of the newly designed asphalt mixtures, these problems have been overcome by a good quality control program and close monitoring of the installation process. An a

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14

Adamah, Cornelius. "Effect of compaction effort on SuperPave base course materials." Morgantown, W. Va. : [West Virginia University Libraries], 2009. http://hdl.handle.net/10450/10822.

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Abstract (sommario):

Thesis (M.S.)--West Virginia University, 2009.<br>Title from document title page. Document formatted into pages; contains viii, 79 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 52-54).

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15

Aziz, Syeda Rubaiyat. "Evaluation of cracking resistance of Superpave mixtures in Kansas." Thesis, Kansas State University, 2013. http://hdl.handle.net/2097/16220.

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Master of Science<br>Department of Civil Engineering<br>Mustaque Hossain<br>Reclaimed Asphalt Pavement (RAP) is a useful alternative to virgin aggregates in hot-mix asphalt (HMA) as it reduces cost, conserves energy, and enables reuse of existing asphalt pavement. However, use of higher percentage of RAP sometimes leads to drier mixes that are often susceptible to early cracking. In this study, cracking resistance of Superpave mixtures with varying asphalt and RAP contents were investigated. HMA specimens were prepared based on Superpave mix design criteria for 12.5-mm (1/2-inch) nominal maxim

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16

Diazgranados, Delaskar David. "Evaluation of 4.75 mm Superpave mix criteria for West Virginia." Morgantown, W. Va. : [West Virginia University Libraries], 2003. http://etd.wvu.edu/templates/showETD.cfm?recnum=3122.

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Thesis (M.S.)--West Virginia University, 2003.<br>Title from document title page. Document formatted into pages; contains xiv, 146 p. : ill. (some col.), maps. Includes abstract. Includes bibliographical references (p. 107-109).

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17

Sholar, Gregory A. "Evaluating the use of lower VMA requirements for superpave mixtures." [Gainesville, Fla.] : University of Florida, 2004. http://purl.fcla.edu/fcla/etd/UFE0008942.

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18

Adams, Thomas W. "Evaluation of quality control parameters for Superpave hot mix asphalt." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3838.

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Abstract (sommario):

Thesis (M.S.)--West Virginia University, 2005<br>Title from document title page. Document formatted into pages; contains vii, 61 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 51).

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19

Villiers, Claude. "Sensitivity of superpave mixtures for development of performance-related specifications." [Gainesville, Fla.] : University of Florida, 2004. http://purl.fcla.edu/fcla/etd/UFE0007060.

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20

Diefenderfer, Stacey D. "Investigation of Fatigue Properties of Superpave HMA at the Virginia Smart Road." Diss., Virginia Tech, 2009. http://hdl.handle.net/10919/29538.

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This study investigated the influence of material properties on fatigue life through laboratory fatigue testing of eleven Superpave hot mix asphalt (HMA) mixtures in use at the Virginia Smart Road. Mixtures were sampled from the plant and produced in the laboratory to investigate the influence of production method. Specimens were cut from the in-situ pavement and compacted in the laboratory to evaluate the influence of compaction method. Third point beam fatigue testing was performed at 25ÂºC and 10Hz. Additional testing at frequencies of 1 Hz and 5Hz, and at 10 Hz including rest periods of 0.

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21

Asiamah, Sylvester Ampadu. "Relationship between laboratory mix properties and rutting resistance for Superpave mixtures." [Gainesville, Fla.] : University of Florida, 2002. http://purl.fcla.edu/fcla/etd/UFE1000103.

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Abstract (sommario):

Thesis (M.E.)--University of Florida, 2002.<br>Title from title page of source document. Document formatted into pages; contains xii, 110 p.; also contains graphics. Includes vita. Includes bibliographical references.

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22

Tavakol, Masoumeh. "Minimum virgin binder limits in recycled Superpave (SR) mixes in Kansas." Thesis, Kansas State University, 2016. http://hdl.handle.net/2097/32681.

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Master of Science<br>Civil Engineering<br>Mustaque A. Hossain<br>Use of recycled materials in asphalt pavement has become widespread recently due to rising costs of virgin binder and increased attention to sustainability. Historically, recycled asphalt pavement (RAP) has been the most commonly used recycled material for hot-mix asphalt (HMA). However, recycled asphalt shingle (RAS), another recycled material, has recently become popular. Although there are some guidelines regarding use of RAP and RAS in HMA, their effects on mixture performance, especially on mixtures containing RAS, are not t

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23

Ramírez, Ríos Liliana Patricia. "Superpara- and paramagnetic polymer colloids by miniemulsion processes." Phd thesis, Universität Potsdam, 2004. http://opus.kobv.de/ubp/volltexte/2005/137/.

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Polymerverkapselte magnetische Nanopartikel versprechen, in der Zukunft sehr erfolgreich bei Anwendungen in der Biologie und der Medizin eingesetzt werden zu können z. B. in der Krebstherapie und als Kontrastmittel bei der magnetischen Kernspinresonanztomographie. Diese Arbeit zeigt, dass durch die interdisziplinäre Kombination verschiedener Techniken Herstellungsverfahren und Eigenschaften solcher Partikel verbessert werden können. <br /> <br /> Unter Miniemulsionen versteht man wässrige Dispersionen relativ stabiler Öltröpfchen, zwischen 30 und 50 nm Größe. Ein Nanometer (nm) ist der 1.000.0

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Ramírez, Ríos Liliana Patricia. "Superpara- and paramagnetic polymer colloids by miniemulsion processes." [S.l. : s.n.], 2004. http://pub.ub.uni-potsdam.de/2004/0026/ramirez.pdf.

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25

Ferro, Claudia Cristina. "Efeito do teor e granulometria de borracha, do tempo e da temperatura de mistura e do tempo de armazenamento sobre propriedades do ligante asfalto-borracha." Universidade de São Paulo, 2004. http://www.teses.usp.br/teses/disponiveis/18/18137/tde-06012016-114843/.

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A produção de um ligante modificado com a borracha de pneus usados tem-se tornado viável em virtude do aumento da rigidez a temperaturas elevadas e da flexibilidade a baixas temperaturas que ele proporciona no revestimento dos pavimentos flexíveis, contribuindo para amenizar dois dos principais defeitos que afetam este tipo de pavimento, a saber, a deformação permanente nas trilhas de roda e as trincas por fadiga. Em acréscimo, consegue-se diminuir a quantidade de pneus dispostos em aterros sanitários, disponibilizando espaço e evitando problemas ambientais e de saúde pública, pois o acúmulo d

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26

Karimi, Sahand Sasha. "Increasing durability of hot mix asphalt pavements designed with the superpave system." College Park, Md.: University of Maryland, 2009. http://hdl.handle.net/1903/9668.

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Thesis (M.S.) -- University of Maryland, College Park, 2009.<br>Thesis research directed by: Dept. of Civil and Environmental Engineering . Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.

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27

Donkor, Collins Boadu. "Evaluation of rut resistance of SuperPave fine-graded and coarse-graded mixtures." [Gainesville, Fla.] : University of Florida, 2005. http://purl.fcla.edu/fcla/etd/UFE0013324.

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28

Kanneganti, Vasavi. "Comparison of 19mm Superpave and Marshall base II mixes in West Virginia." Morgantown, W. Va. : [West Virginia University Libraries], 2002. http://etd.wvu.edu/templates/showETD.cfm?recnum=2433.

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Abstract (sommario):

Thesis (M.S.)--West Virginia University, 2002.<br>Title from document title page. Document formatted into pages; contains ix, 70 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 43-45).

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29

Grant, Thomas Paul. "Determination of asphalt mixture healing rate using the Superpave Indirect Tensile Test." [Gainesville, Fla.] : University of Florida, 2001. http://purl.fcla.edu/fcla/etd/UFE0000321.

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Abstract (sommario):

Thesis (M.E.)--University of Florida, 2001.<br>Title from title page of source document. Document formatted into pages; contains xii, 82 p.; also contains graphics. Includes vita. Includes bibliographical references.

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30

Patino, Gabriel E. "Evaluation of Superpave mixtures in West Virginia using the asphalt pavement analyzer." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3853.

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Abstract (sommario):

Thesis (M.S.)--West Virginia University, 2005.<br>Title from document title page. Document formatted into pages; contains x, 121 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 93-99).

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31

Nelson, Jason W. "Comparison of 9.5 Superpave and Marshall Wearing I mixes in West Virginia." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3879.

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Thesis (M.S.)--West Virginia University, 2005.<br>Title from document title page. Document formatted into pages; contains vi, 82 p. : ill. Includes abstract. Includes bibliographical references (p. 62-63).

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32

Gouveia, Lilian Taís de. "Avaliação do ensaio de angularidade do agregado fino (FAA) da especificação Superpave." Universidade de São Paulo, 2002. http://www.teses.usp.br/teses/disponiveis/18/18137/tde-15032004-154355/.

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O desempenho dos pavimentos de concreto asfáltico depende das propriedades e proporções relativas dos seus principais componentes, ou seja, dos agregados minerais, do cimento asfáltico e do volume de vazios. O desempenho das misturas asfálticas de graduação densa é predominantemente influenciado pelas características de forma, angularidade e textura superficial dos agregados finos, que condicionam a estabilidade das misturas. O ensaio de Angularidade do Agregado Fino (FAA), adotado pelo Superpave para avaliar e quantificar a forma, a angularidade e a textura superficial das partículas, tem lev

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33

Biensch, Bill Oscar. "The impact that Superpave aggregate specifications will have on the Calgary asphalt industry." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0015/MQ55179.pdf.

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34

Dantas, Gustavo Henrique Santana. "Estudo do emprego do Compactador Giratório Superpave na compactação de um solo argiloso." Universidade de São Paulo, 2013. http://www.teses.usp.br/teses/disponiveis/18/18143/tde-09042013-142246/.

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Abstract (sommario):

Esta pesquisa apresenta um estudo acerca da viabilidade do uso do Compactador Giratório Superpave (CGS) no ensaio de compactação de solos e mostra também um paralelo entre o ensaio de compactação Proctor e o ensaio de compactação no CGS. Para isso, foi selecionado um solo argiloso para ser submetido a ensaios de compactação Proctor e a ensaios de compactação com uso do compactador giratório. Nos ensaios com CGS foram utilizadas três tensões normais (200, 400 e 600 kPa) e corpos de prova de 1000g e 1800g. Também foi avaliado o comportamento m

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35

Ahmed, Ananna. "Evaluation of cracking potential of superpave mixtures with high reclaimed asphalt pavement content." Thesis, Kansas State University, 2015. http://hdl.handle.net/2097/20411.

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Master of Science<br>Civil Engineering<br>Mustaque A. Hossain<br>Approximately 89% of 11,000 miles of Kansas roads are surfaced with asphalt. Hundreds of thousands of tons of reclaimed asphalt pavement (RAP) are produced annually in the United States, including in Kansas. This bulk volume of RAP must be economically managed in order to achieve environmental friendliness. Recycling of RAP conserves natural resources and reduces landfill usage. However, many agencies have reported that increased RAP content produces drier hot-mix asphalt (HMA) mixtures than virgin mixtures that are susceptible t

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36

Simões, Felipe de Andrade. "Análise do comportamento mecânico em fluência de misturas asfálticas dosadas pela metodologia Superpave." Universidade Federal de Viçosa, 2018. http://www.locus.ufv.br/handle/123456789/19988.

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Submitted by Marco Antônio de Ramos Chagas (mchagas@ufv.br) on 2018-06-06T18:25:07Z No. of bitstreams: 1 texto completo.pdf: 1840132 bytes, checksum: bff47a2705c6939ea56f2ef93984d05f (MD5)<br>Made available in DSpace on 2018-06-06T18:25:07Z (GMT). No. of bitstreams: 1 texto completo.pdf: 1840132 bytes, checksum: bff47a2705c6939ea56f2ef93984d05f (MD5) Previous issue date: 2018-02-28<br>Esta dissertação apresenta um estudo sobre o comportamento de misturas asfálticas a quente em relação à deformação permanente, à luz dos ensaios de Creep estático e dos parâmetros oriundos da curva de compa

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37

Phillips, Joseph A. "Formulation of free higher spin supersymmetric theories in superpsace." College Park, Md. : University of Maryland, 2004. http://hdl.handle.net/1903/1997.

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Thesis (Ph. D.) -- University of Maryland, College Park, 2004.<br>Thesis research directed by: Physics. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.

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38

Oda, Sandra. "Análise da viabilidade técnica da utilização do ligante asfalto-borracha em obras de pavimentação." Universidade de São Paulo, 2000. http://www.teses.usp.br/teses/disponiveis/18/18137/tde-30012018-151928/.

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Abstract (sommario):

Este trabalho apresenta estudo sobre a viabilidade técnica da incorporação de borracha de pneus em ligantes asfálticos utilizados em obras de pavimentação. Trata-se de uma alternativa para solucionar um grave problema ambiental, pois no Brasil, anualmente, são descartados mais de 30 milhões de pneus, dos quais a maior parte é disposta em locais inadequados, servindo para a procriação de vetores de doenças e representando risco de contaminação do meio-ambiente. Os efeitos dos principais fatores que condicionam o comportamento do ligante asfalto-borracha (teor e granulometria da borracha, temper

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39

Rushing, John Ford. "DEVELOPMENT OF CRITERIA FOR USING THE SUPERPAVE GYRATORY COMPACTOR TO DESIGN AIRPORT PAVEMENT MIXTURES." MSSTATE, 2009. http://sun.library.msstate.edu/ETD-db/theses/available/etd-07082009-131453/.

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Asphalt concrete pavements on commercial airports in the United States are constructed according to the Federal Aviation Administration Advisory Circular 150/5370-10B, Item P-401, Plant Mix Bituminous Pavements. This specification does not provide guidance for using the Superpave gyratory compactor in the design of asphalt mixtures. This thesis describes a laboratory study of hot mix asphalt (HMA) mix design for airport pavements that uses the Superpave gyratory compactor. These recommendations are based on comparisons of volumetric property measurements of HMA mixtures compacted using Marshal

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40

Tam, Weng On. "Development and use of static creep test to evaluate rut resistance of superpave mixes /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.

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41

Padula, Martin. "Automation of the Superpave mix design process for the West Virginia Division of Highways." Morgantown, W. Va. : [West Virginia University Libraries], 2002. http://etd.wvu.edu/templates/showETD.cfm?recnum=2678.

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Abstract (sommario):

Thesis (M.S.)--West Virginia University, 2002.<br>Title from document title page. Document formatted into pages; contains ix, 145 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 63-65).

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42

Bardini, Vivian Silveira dos Santos. "Estudo de viabilidade técnica da utilização de cinzas da queima da casca de Pinus em obras de pavimentação asfáltica." Universidade de São Paulo, 2008. http://www.teses.usp.br/teses/disponiveis/18/18143/tde-03022009-095000/.

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Abstract (sommario):

O processo industrial para fabricação de MDF - Medium Density Fiberboard - utiliza como combustível a casca de madeira Pinus, cuja queima gera um resíduo cinzas de granulometria fina, que constitui um problema ambiental por conter algumas substâncias em quantidade acima da permitida pela NBR 10004:2004, que o classifica como resíduo de classe II A - não inerte. O objetivo geral desta pesquisa é testar a hipótese de que o resíduo cinzas podem ser utilizadas como fíler em misturas asfálticas, mediante a verificação das propriedades de interesse à engenharia através de ensaios de laboratório: re

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43

Manandhar, Chandra Bahadur. "Rapid estimation of lives of deficient superpave mixes and laboratory-based accelerated mix testing models." Diss., Manhattan, Kan. : Kansas State University, 2010. http://hdl.handle.net/2097/3868.

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44

Asam, Kalyan Reddy. "Laboratory evaluation of the effect of superpave gradations and polymer modified asphalts on pavement performance." Ohio : Ohio University, 2001. http://www.ohiolink.edu/etd/view.cgi?ohiou1173466416.

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45

Gebremeskel, Kiflat Yohannes. "The effect of filler type and shape on HMA energy dissipation performance." Thesis, KTH, Väg- och banteknik, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-127706.

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Abstract (sommario):

Hot mix asphalt pavements require adequate compaction to achieve the required density to resist rutting. The amount of energy required to achieve the optimum degree of compaction depends on the type of gradation, bitumen content, filler type and shape, type of compaction equipment etc. In this study, the net energy required to reduce the specimen volume (size) after each gyration of the superpave gyratory compactor is used as the compaction energy index (CEI) to measure the compactability of the samples. Samples with different filler types and content are used for the analysis. Effect of fille

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46

Leiva, Villacorta Fabricio. "Relationships between laboratory measured characteristics of HMA and field compactability." Auburn, Ala., 2007. http://repo.lib.auburn.edu/07M%20Theses/LEIVA_FABRICIO_7.pdf.

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47

Hage, Robert Becerra El. "Estudo de misturas asfálticas tipo Stone Matrix Asphalt (SMA) à luz dos compactadores Marshall e Superpave." Universidade de São Paulo, 2012. http://www.teses.usp.br/teses/disponiveis/18/18143/tde-05092012-163002/.

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Abstract (sommario):

Este trabalho teve como objetivo principal investigar, do ponto de vista volumétrico, qual seria o número de giros necessário, no Compactador Giratório Superpave (CGS), para produzir corpos de prova com características similares aos produzidos com a energia 50 golpes no compactador Marshall, para misturas tipo Stone Matrix Asphalt (SMA) com volume de vazios igual a 4%. Como complemento, realizaram-se dosagens no CGS com 100 giros, visando avaliar o impacto do aumento da energia de compactação no teor de projeto, também para volume de vazios igual a 4%, em comparação aos CPs compactad

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48

Vasconcelos, Kamilla Lima. "Comportamento mecânico de misturas asfálticas a quente dosadas pelas metodologias marshall e superpave com diferentes granulometrias." reponame:Repositório Institucional da UFC, 2004. http://www.repositorio.ufc.br/handle/riufc/4902.

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VASCONCELOS, K. L. Comportamento mecânico de misturas asfálticas a quente dosadas pelas metodologias marshall e superpave com diferentes granulometrias. 2004. 132 f. Dissertação (Mestrado em Engenharia de Transportes) – Centro de Tecnologia, Universidade Federal do Ceará, Fortaleza, 2004.<br>Submitted by Zacarias Barbosa Matias Junior (zaca@det.ufc.br) on 2013-05-20T19:34:35Z No. of bitstreams: 1 2004_dis_klvasconcelos.pdf: 7058130 bytes, checksum: e64f6f4bc3a3d486ac31e5ce8e20243a (MD5)<br>Approved for entry into archive by Marlene Sousa(mmarlene@ufc.br) on 2013-05-29T11:58:54Z (GMT) No. of

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49

Hadouaj, Hichem. "Ondes solitaires sur un film mince elastique superpose a un substrat non lineaire." Paris 6, 1991. http://www.theses.fr/1991PA066149.

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Abstract (sommario):

On demontre l'existence d'ondes solitaires acoustiques de surface se propageant sous la forme de solitons enveloppes obscurs ou brillants sur une structure composee d'un substrat non lineaire superpose d'une interface thermodynamique (un film tres mince) elastique supposee mathematiquement d'epaisseur nulle. L'analyse mathematique commencant avec la theorie des interfaces materielles est developpee par l'utilisation de la technique de whitham-newell du traitement des ondes non lineaires, dispersives, de petites amplitudes et presque monochromatiques. On montre que tout le probleme est gouverne

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50

Fernández, Villalba Omar A., and Salinas Edgardo G. Cáceres. "Evaluación del comportamiento mecánico de mezclas SMA y Superpave empleando asfalto modificado con Polímero SBS (Estireno-Butadieno-Estireno)." Bachelor's thesis, Universidad Ricardo Palma. Programa Cybertesis PERÚ, 2007. http://cybertesis.urp.edu.pe/urp/2007/fernandez_oa/html/index-frames.html.

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