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Dissertations / Theses on the topic 'Oedometer Test'

Author: Grafiati
Published: 4 June 2021
Last updated: 6 February 2022

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1

Kayahan, Ahmet. "Compressibility Of Various Coarse-grained Fill Materials In Dry And Wet Loading Conditions In Oedometer Test." Master's thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/4/1052539/index.pdf.

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The use of coarse-grained fill materials has grown significantly in recent years especially on account of their use in dams and transportation networks. This study investigates compressibility of various coarse-grained fill materials in dry and wet loading conditions in oedometer test. Four materials were used in the experiments, which falls into GP, GW, GM and GC categories respectively. GP material is a weathered rock obtained from Eymir Lake region. This material was chosen especially to be able to investigate degradation and particle breakage due to compaction and compression. GW, GM and G
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2

Yaman, Gokhan. "Prediction Of Geotechnical Properties Of Cohesive Soils From In-situ Tests: An Evaluation Of A Local Database." Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/2/12608120/index.pdf.

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In any geotechnical design procedure, the fundemantal point to be initially clearified is the characterization of existing soil profile at a site. This requires a great deal of planning a suitable site investigation program including borings, sampling, laboratory and in situ testing etc. Laboratory and in-situ (field) tests are important tools leading to the estimation of soils properties in geotechnics. Beside laboratory tests, the measurement of engineering properties in situ is a continuously growing and developing trend, particularly in materials difficult to obtain perfect undisturbed sam
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3

Šlečkuvienė, Agata. "Smėlio dalelių formos įtaka deformacinėms savybėms." Master's thesis, Lithuanian Academic Libraries Network (LABT), 2013. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2013~D_20130617_184809-32980.

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Baigiamajame magistro darbe nagrinėjama gruntų morfologinės struktūros įtaka jų suspaudžiamumui. Darbą sudaro teorinė ir praktinė dalys. Teorinėje dalyje detaliai aprašomas gruntų morfologinės struktūros nustatymo tyrimams taikytas metodas, aptariami jo trūkumai ir privalumai, pateikiamos visos morfologiniams parametrams apskaičiuoti taikytos formulės. Atlikta gruntų morfologinės struktūros įtakos suspaudžiamumui teorijos apžvalga. Trumpai paaiškinama, pagal kokius kriterijus bandymams buvo pasirenkami gruntai. Praktinėje dalyje aprašomi gruntų granuliometrinės sudėties, morfologinės struktūro
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4

Saab, Alfredo Lopes [UNESP]. "Influência da sucção nos parâmetros de compressibilidade de um solo não saturado." Universidade Estadual Paulista (UNESP), 2016. http://hdl.handle.net/11449/148696.

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Submitted by Alfredo Lopes Saab null (alfredo.saab@hotmail.com) on 2017-02-01T17:00:09Z No. of bitstreams: 1 Alfredo Lopes Saab - Dissertacao.pdf: 12254886 bytes, checksum: 3adb2a1a44c1994fad82ff8230482cea (MD5)<br>Approved for entry into archive by LUIZA DE MENEZES ROMANETTO (luizamenezes@reitoria.unesp.br) on 2017-02-06T11:32:23Z (GMT) No. of bitstreams: 1 saab_al_me_bauru.pdf: 12254886 bytes, checksum: 3adb2a1a44c1994fad82ff8230482cea (MD5)<br>Made available in DSpace on 2017-02-06T11:32:23Z (GMT). No. of bitstreams: 1 saab_al_me_bauru.pdf: 12254886 bytes, checksum: 3adb2a1a44c1994fad82
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5

Moreira, Maicon Soares. "Um modelo de elementos finitos para a análise acoplada de problemas de adensamento com simetria axial." reponame:Repositório Institucional da FURG, 2005. http://repositorio.furg.br/handle/1/3358.

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Dissertação(mestrado)-Universidade Federal do Rio Grande, Programa de Pós-Graduação em Engenharia Oceânica, Escola de Engenharia, 2005.<br>Submitted by Lilian M. Silva (lilianmadeirasilva@hotmail.com) on 2013-04-25T18:33:16Z No. of bitstreams: 1 Um Modelo De Elementos Finitos Para A Análise Acoplada De Problemas De Adensamento Com Simetria Axial.pdf: 1681210 bytes, checksum: 23a6d094c0648352f349cac2829966de (MD5)<br>Approved for entry into archive by Cristiane Silva(cristiane_gomides@hotmail.com) on 2013-05-02T22:19:43Z (GMT) No. of bitstreams: 1 Um Modelo De Elementos Finitos Para A Análise A
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6

Koudela, Pavel. "Stanovení hodnot vstupních parametrů pokročilých materiálových modelů s využitím optimalizačních metod." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372248.

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Choice of the constitutive model and determination of input parameters are necessary for a successful application of numerical methods in geotechnical engineering. Higher complexity of modern constitutive models results in an increase of the number of input parameters and time requirements for their calibration. Optimization methods are a possible solution for this problem. An application in which metaheuristic optimization method Particle swarm optimization (PSO) is involved is presented in this thesis. Critical review and testing of various PSO alternatives was performed in the first part of
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7

Hornig, Ernst-Dieter. "Eindimensionale Kompression überkonsolidierter bindiger Böden am Beispiel des Gipskeupers." Doctoral thesis, Technische Universitaet Bergakademie Freiberg Universitaetsbibliothek "Georgius Agricola", 2012. http://nbn-resolving.de/urn:nbn:de:bsz:105-qucosa-85945.

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Die vorliegende Arbeit beschäftigt sich mit einer Methode zur Bestimmung von realistischeren Steifemoduln für eine genauere Setzungsprognose von Flachgründungen in sehr „laborfeindlichen“ veränderlich festen Gesteinen. Die vergleichenden Laboruntersuchungen an teilverwitterten Keuperböden ergaben, dass die Steifemoduln aus den K0-Triaxialversuchen um den Faktor zwei bis drei größer sind als die Moduln aus den Standardoedometerversuchen. Durch, sowohl analytische, wie auch numerische, Nachrechnungen der durchgeführten Feldversuche und der Setzungsmessungen konnte nachgewiesen werden, dass mit
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8

Bhanbhro, Riaz. "Mechanical Behavior of Tailings : Laboratory Tests from a Swedish Tailings Dam." Doctoral thesis, Luleå tekniska universitet, Geoteknologi, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-62534.

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Tailings is leftover material from mining industry and is produced in huge quantities approximately 70-99% of the ore production.  Tailings material is stored as impoundments by constructing tailings dams which are often constructed with tailings material itself. Tailings are artificial material and the mechanical behavior of tailings material upon loading is different as compared to natural soil materials. There are number of dam failures reported every year which has severe impact on inhabitants and environment nearby. Considering the failures of tailings dams and consequences there is a nee
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9

GALINDO, Katia Botelho Torres. "Comportamento hidro-mecânico de rochas carbonáticas sintéticas submetidas à injeção de um fluido reativo." Universidade Federal de Pernambuco, 2016. https://repositorio.ufpe.br/handle/123456789/18867.

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Submitted by Fabio Sobreira Campos da Costa (fabio.sobreira@ufpe.br) on 2017-05-23T13:22:39Z No. of bitstreams: 2 license_rdf: 811 bytes, checksum: e39d27027a6cc9cb039ad269a5db8e34 (MD5) Dissertação - Katia Botelho FINAL.pdf: 3415518 bytes, checksum: f3daca0e931ff869adfc63713344368b (MD5)<br>Made available in DSpace on 2017-05-23T13:22:39Z (GMT). No. of bitstreams: 2 license_rdf: 811 bytes, checksum: e39d27027a6cc9cb039ad269a5db8e34 (MD5) Dissertação - Katia Botelho FINAL.pdf: 3415518 bytes, checksum: f3daca0e931ff869adfc63713344368b (MD5) Previous issue date: 2016-07-21<br>CAPES<br>A injeçã
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10

Molinero, Guerra Agustin. "Caractérisations expérimentale et numérique du comportement hydro-mécanique d'un matériau hétérogène : mélange de poudre/pellets de bentonite." Thesis, Paris Est, 2018. http://www.theses.fr/2018PESC1022/document.

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Cette thèse porte sur le comportement hydromécanique d’un mélange de poudre et pellets de bentonite MX80 avec une proportion 80/20 en masse sèche. Il s’agit d’un matériau étudié par l’Institut de Radioprotection et de Sûreté Nucléaire (IRSN) dans le cadre du projet SEALEX qui a pour objectif principal la vérification de l’efficacité des dispositifs de scellement ou des barrières ouvragées dans le system du stockage géologique des déchets radioactifs. Le comportement hydromécanique du matériau à différentes échelles a été étudié par différents essais en laboratoire. Premièrement, les changement
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11

Louro, Raquel Alexandra Afonso Sabino de Sousa. "Compressibilidade e resistência ao corte de areias contaminadas." Master's thesis, 2017. http://hdl.handle.net/10316/83382.

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Dissertação de Mestrado Integrado em Engenharia do Ambiente apresentada à Faculdade de Ciências e Tecnologia<br>Ao longo dos anos, a vertente ambiental está cada vez mais presente em todas as áreas em desenvolvimento da sociedade, particularmente as que envolvem as áreas das engenharias. Apesar das crescentes preocupações ambientais, continuam a existir casos em que, por acidente ou por ações humana consciente, os solos são contaminados com materiais derivados do petróleo. Assim, o tema dos solos contaminados é não só atual como uma emergência, quer do ponto de vista ambiental quer do ponto d
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12

Rosa, Joaquim André Oliveira. "Biotecnologia em solos. Efeito da precipitação de CaCO3 por via enzimática no comportamento de uma areia siltosa." Master's thesis, 2019. http://hdl.handle.net/10316/93575.

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Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia<br>A Biotecnologia aplicada, nomeadamente a precipitação de carbonato de cálcio por via enzimática, é uma técnica recente e promissora de melhoria dos solos. Como tal, o presente trabalho visa contribuir para o desenvolvimento da técnica de bioestabilização, analisando o efeito da variação do tempo de cura e a variação da dosagem da solução estabilizadora na resistência e na deformabilidade de uma areia siltosa bioestabilizada. Na primeira fase procedeu-se à caracterização geotécnica do solo
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13

Mendes, Eduardo Manuel Andrade. "O fenómeno de consolidação na prática laboratorial." Master's thesis, 2016. http://hdl.handle.net/1822/49792.

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Dissertação de mestrado em Engenharia Civil (área de especialização em Perfil de Estruturas e Geotecnia)<br>A perceção do comportamento de um solo é de extrema importância, pois é sobre este que são realizadas a grande maioria das obras de construção civil. No caso de solos finos, a consolidação é um dos principais fenómenos a ter em consideração. Este fenómeno é reproduzido e analisado laboratorialmente através de ensaios de consolidação, realizados em vários equipamentos distintos, com o objetivo de estimar o nível de assentamento e o tempo necessário para que esse esteja concluído. No
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14

Viegas, Maria Luísa Carrusca. "Estabilidade de taludes naturais." Master's thesis, 2017. http://hdl.handle.net/10316/83378.

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Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia<br>Slope failure is a current problem in soil mechanics, as confirmed by the great number of landslides registered in past years after periods of intense flash downpours of rain or above average precipitation. This case study deals with a slope built on a section of a highway (A-13) where a sliding portion caused huge losses for its reconstruction. In this dissertation, to study the peculiarities of this black shale in relation to others, a laboratorial study was undertaken with tests to dete
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15

Hornig, Ernst-Dieter. "Eindimensionale Kompression überkonsolidierter bindiger Böden am Beispiel des Gipskeupers." Doctoral thesis, 2011. https://tubaf.qucosa.de/id/qucosa%3A22805.

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Die vorliegende Arbeit beschäftigt sich mit einer Methode zur Bestimmung von realistischeren Steifemoduln für eine genauere Setzungsprognose von Flachgründungen in sehr „laborfeindlichen“ veränderlich festen Gesteinen. Die vergleichenden Laboruntersuchungen an teilverwitterten Keuperböden ergaben, dass die Steifemoduln aus den K0-Triaxialversuchen um den Faktor zwei bis drei größer sind als die Moduln aus den Standardoedometerversuchen. Durch, sowohl analytische, wie auch numerische, Nachrechnungen der durchgeführten Feldversuche und der Setzungsmessungen konnte nachgewiesen werden, dass mit
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