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Dissertations / Theses on the topic 'Silt'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Okorie, Aaron Onyemaechi Darlington. "Cyclic loading of silt." Thesis, University of Bradford, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.305257.

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2

Iravani, Said. "Geotechnical characteristics of Penticton silt." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0007/NQ39544.pdf.

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3

Pena, Bonifacio I. dela. "Effective and total stress strength interpretation for silts." Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-10222009-125111/.

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4

Grennan, John Thomas. "Characterization of a reconstituted low plasticity silt." Thesis, Massachusetts Institute of Technology, 2010. http://hdl.handle.net/1721.1/60802.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2010.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (p. 363-369).<br>During a major upgrade of the wastewater infrastructure in Skibbereen, Co. Cork, Ireland, there were many challenges during construction. Many of these difficulties were associated with the soft silt ground conditions. Consequently, soil samples were sourced from the location and transported to MIT for the purposes of this research. This thesis investigates the characteristics of the low plasti

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5

Nawid, Aslamy, and Marcus Heinered. "Grundläggning för fritidsbostäder på våt silt mark." Thesis, KTH, Byggteknik och design, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-235265.

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Nuförtiden är det allt vanligare att de byggs fritidsbostäder på tomten för att utöka volymen på ett hus,antingen för ett permanent permanent boende eller för tillfälligt boende under olika årstider, även kalladfritidshus. Påföljden är att all sämre mark är tillgänglig medan de goda marken har redan förbrukats tillstor del.. Nackdelen är att byggherrar som inte har kännedom inom branschen drabbas, utan att varamedveten om svårigheterna med att bygga på sämre flytbenägen silt mark, som är vattenskadad.Att bygga fritidshus på sämre silt mark kan ha stora konsekvenser som kan drabba byggherrens e

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6

Wilcox, Paul. "Late-Holocene Expansion of the Greenland Ice Sheet as recorded by the Vendue Glacier, Graben Land, East Greenland." University of Cincinnati / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1368013796.

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7

Wright, Janet S. "Non-glacial origins of loess-sized quartz silt." Thesis, Queen's University Belfast, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.333850.

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8

Twomlow, Stephen John. "Soil loosening and drainage efficiency of silt soils." Thesis, University of Plymouth, 1989. http://hdl.handle.net/10026.1/2738.

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An experiment was set up to investigate the effects of soil loosening on the drainage efficiency of a structurally unstable silty clay loam in Devon. Such soils are common to the Palaeozoic slates of South West England, and in many parts of Wales and Scotland. The dominance of the fine earth fraction these soils by silt sized particles and the associated low clay fractions ( 10-35%) gives rise to weak structures that are unsuitable f or mole drainage. Six drains were laid with permeable fill at a 20 m spacing on a gently sloping site at Seale-Hayne College Farm. A year after installation half

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9

Bradshaw, Aaron S. "Liquefaction potential of non-plastic silts /." View online ; access limited to URI, 2006. http://0-digitalcommons.uri.edu.helin.uri.edu/dissertations/AAI3248224.

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10

Bardhan, Sougata. "BACTERIAL COMMUNITIES CAPABLE OF ENHANCED EPTC AND ATRAZINE DEGRADATION IN OHIO SILT LOAM AND SILTY CLAY LOAM SOILS." The Ohio State University, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=osu1276270673.

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11

Barnes, Daniel Mark. "Monotonic and cyclic shear response of reconstituted natural silt." Thesis, University of British Columbia, 2015. http://hdl.handle.net/2429/55892.

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A triaxial apparatus was upgraded and a specimen preparation device was developed to enable monotonic and cyclic triaxial testing of low plastic reconstituted silts. The silt reconstitution technique involves consolidating silt slurry inside a cylindrical split mold, directly on the triaxial base pedestal. The slurry is carefully poured into the split mold using a flexible hose. A vertical load is then applied to slurry using a top cap and loading ram. Loading is applied in an incremental manner and the slurry is allowed to consolidate, creating a specimen firm enough to carry on with triaxial

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12

Sanin, Maria Victoria. "Cyclic shear loading response of Fraser River delta silt." Thesis, University of British Columbia, 2010. http://hdl.handle.net/2429/30064.

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The cyclic shear response of low-plastic Fraser River silt was investigated using constant-volume direct simple shear testing. Silt specimens, initially consolidated to stress levels at or above the preconsolidation stress, displayed cyclic mobility type strain development during cyclic loading. Liquefaction in the form of strain softening accompanied by loss of shear strength did not manifest regardless of the applied cyclic stress ratio (CSR), or the level of induced excess pore water pressure (Δu). Cyclic mobility type stress-strain behaviour was observed in spite of the initial static sh

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13

Raybould, Matthew James. "The response of silt-clay mixtures to cyclic loading." Thesis, University of Nottingham, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.363244.

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14

Napitupulu, Jonner. "The behaviour of silt under undrained and drained loading." Thesis, University of Leeds, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.254613.

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15

Winnicky, Kim Lianne Carleton University Dissertation Geography. "On the permeability of frozen silt to organic contaminants." Ottawa, 1995.

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16

Madani, Syed Muqarrab Ur Rehman. "Laboratory assessment of recycling waste silt as filler in sustainable asphalt concretes for pavements." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2022.

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Due to the modernization of the construction industry, the use of waste is an attractive trend with high potential for many researchers. The majority of the waste materials that are recycled to produce new construction materials are usually by-products obtained from a variety of several manufacturing processes, such as the aggregate washing process. Recycling these materials is of utmost importance since it could reduce the adverse environmental impacts resulting from landfilling. The concept of producing asphalt mixes with waste materials serves as a way to reduce the enormous volume of waste

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17

De, Silva Michael S. W. "Chemical and biological aspects of using dredged river Clyde sediments for land restoration." Thesis, University of Strathclyde, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.292081.

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18

Teets, Paul D. "Analysis of macro-, micro-, and trace elements of soil samples from Sanborn field /." free to MU campus, to others for purchase, 2003. http://wwwlib.umi.com/cr/mo/fullcit?p1418071.

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19

Gal, Yona. "Microbubble interferences with silt density index measurements of ultrafiltration permeate /." [Sede-Boker] : Ben-Gurion University of the Negev, 2007. http://aranne5.lib.ad.bgu.ac.il/others/GalYona.pdf.

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20

Gogo-Abite, Ikiensinma. "Effluent Water Quality Improvement Using Silt Fences and Stormwater Harvesting." Doctoral diss., University of Central Florida, 2012. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/5226.

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Construction sites are among the most common areas to experience soil erosion and sediment transport due to the mandatory foundation tasks such as excavation and land grubbing. Thus, temporary sediment barriers are installed along the perimeter to prevent sediment transport from the site. Erosion and sediment transport control measures may include, but not limited to, physical and chemical processes such as the use of a silt fence and polyacrylamide product. Runoff from construction sites and other impervious surfaces are routinely discharged into ponds for treatment before being released into

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21

Kotarski, Everton Luiz. "Variações glacial - interglacial nos últimos 800 mil anos inferidas a partir da deposição de sedimentos da fração fina (Sortable Silt) em um testemunho da bacia de santos." Universidade de São Paulo, 2018. http://www.teses.usp.br/teses/disponiveis/21/21136/tde-16012019-141140/.

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Neste estudo, o tamanho médio do Sortable Silt da fração ‹ 63 micra dos sedimentos terrígenos foi medido em um testemunho para os últimos 800 ka na Bacia de Santos. Os estágios isotópicos marinhos (MIS) foram identificados até MIS o 19. Investigamos as variações oceanográficas passadas para obter uma melhor compreensão sobre a intensidade do fluxo de corrente de fundo durante os períodos glaciais / interglaciais. Os registros contínuos do Sortable Silt, isótopos de oxigênio e carbono, susceptibilidade magnética, taxa de sedimentação, fluxos de massa e conteúdo de carbonato foram obtidos

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22

Dufour-Laridan, Emmanuel. "Propriétés mécaniques des sols en petites déformations : étude expérimentale d'un sable silteux." Châtenay-Malabry, Ecole centrale de Paris, 2001. http://www.theses.fr/2001ECAP0726.

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La loi de Hertz implique que le module d'Young d'un arrangement régulier de billes dépend de l'indice des vides de l'arrangement et de la contrainte moyenne. Expérimentalement, la dépendance à l'indice des vides suit la loi de Hardin ou une loi en puissance négative, et la dépendance à la contrainte moyenne une loi puissance 0,5 environ. La vitesse de déformation, l'OCR, l'âge, la succion matricielle, influent aussi. Il existe divers dispositifs de mesure des petites déformations, quasi-statiques ou dynamiques, en cisaillement ou en compression. Nous disposions d'un appareil triaxial équipé de

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23

Vossoughi, Kamran-Charles. "Étude numérique du comportement des ouvrages de soutènement à la rupture." Châtenay-Malabry, Ecole centrale de Paris, 2001. http://www.theses.fr/2001ECAP0849.

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Cette étude se situe dans le contexte de recherches menées sur les différents aspects de l’application de l’Eurocode 7 dans le domaine de géotechnique. Elle a essentiellement pour but, dans le cadre des ouvrages de soutènement, de modéliser les états limites ultimes (ELU) et de mettre en évidence la capacité des méthodes numériques, comme celle des éléments finis, à schématiser la rupture. Dans un premier temps, on s’est intéressé à la modélisation des états limites ultimes. On y propose des méthodes simples à utiliser dans les codes de calcul aux éléments finis en intégrant toutefois des modè

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24

Pant, Ashish Dev. "EFFECT OF LIQUID POLYMER STABILIZER ON GEOTECHNICAL PROPERTIES OF FINE GRAINED SOIL." OpenSIUC, 2016. https://opensiuc.lib.siu.edu/theses/1865.

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Soil stabilization is a common technique to increase the strength and durability and also to reduce the swell-shrink behavior of foundation soil or subgrade soil in pavement. Nowadays, several nontraditional stabilizers (e.g., Polymer, Enzyme, Ionic stabilizer etc.) are available in market whose behavior is not fully understood for wide range of soil types. In the present study two types of soils i.e., Carbondale soil ‘clay with high plasticity (CH)’ and Galatia soil ‘silt with low plasticity (ML)’ has been used. A commercially available liquid polymer “Soiltac” was selected as a stabilizer an

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25

Gunnels, Jesse Lewis. "The black river| Deposits of coal silt along the Susquehanna River, Pennsylvania." Thesis, Northern Arizona University, 2014. http://pqdtopen.proquest.com/#viewpdf?dispub=1556516.

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<p> Deposits of coal silt are significant because they provide archaeologists a baseline for investigating changes in pre-industrial and post-industrial landscapes in Pennsylvania. Beginning in the 1790s, miners extracted coal from seams near the surface with a pick and shovel. Over the next 120 years, coal mining evolved into a booming industry. In 1917, production peaked at over 100 million tons. By 1950, geologists discovered reserves of crude oil and natural gas, leading to the overall decline of the anthracite coal industry. Today, coal is no longer a dominant part of the local econo

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26

White, Thomas Leslie Carleton University Dissertation Earth Sciences. "Cryogenic alteration of clay and silt soil microstructure implications for geotechnical properties." Ottawa, 1996.

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27

Weidinger, David M. "Laboratory analysis of small strain moduli in compacted silts." Diss., Rolla, Mo. : Missouri University of Science and Technology, 2008. http://scholarsmine.mst.edu/thesis/pdf/Weidinger_09007dcc8055189a.pdf.

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Thesis (M.S.)--Missouri University of Science and Technology, 2008.<br>Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed October 20, 2008) Includes bibliographical references.

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28

Rose, Andrew Thomas. "The undrained behavior of saturated, dilitant silts /." This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-12122008-152645/.

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29

Assallay, Albashir Mohammed. "Structure and hydrocollapse behaviour of loess." Thesis, Loughborough University, 1998. https://dspace.lboro.ac.uk/2134/11230.

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Loess has a metastable structure and undergoes structural hydrocollapse when loaded and wetted, leading to subsidence and damage of overlying structures, which presents enormous engineering problems in many countries in the world. This problem is a focus of much research on both the nature of the phenomenon and the means. of overcoming its negative consequences. However, there remains a need for fundamental experimental and theoretical studies aimed at understanding the many uncertainties involved in the hydrocollapse phenomenon. An experimental programme has been conducted to study the fundam

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30

Marshall, Nathan T. "Silt in the Upper Ordovician Kope Formation (Ohio,Indiana, Kentucky): The Enlightening Wildcard." University of Cincinnati / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1321889026.

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31

Westrin, Pontus, and Nils Melin. "Slope processes and strength of material in silt rich ravines in Säterdalen, Sweden." Thesis, Uppsala universitet, Institutionen för geovetenskaper, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-239978.

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Slope processes are important to understand if we are to protect fragile environments. Every year slope development in weak soils put nearby infrastructure in risk zones of sliding and ravine erosion takes away field areal from farmers as they grow even larger. Many methods for doing a risk analysis of a slope and its soil are complicated and require a lot of equipment. A simple way to do a slope investigation is explained in this report, along with its advantages and disadvantages. The authors construct a shear ring, an apparatus to measure peak shear stress of soils before fracturing. LIDAR

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32

Saldanha, Sachin Mervin. "Effect of moisture content on the desorption of carbon tetrachloride from Hanford silt." Pullman, Wash. : Washington State University, 2009. http://www.dissertations.wsu.edu/Thesis/Spring2009/s_saldanha_050409.pdf.

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Thesis (M.S. in environmental engineering)--Washington State University, May 2009.<br>Title from PDF title page (viewed on June 19, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 58-61).

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33

Alps, Mike. "The phase transformation friction angle of sand." abstract and full text PDF (free order & download UNR users only), 2007. 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:1442864.

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34

Bogdanski, Adam. "SKRED I NIPOR OCH KONSEKVENSER FÖR VATTENKRAFTSANLÄGGNINGAR I ÅNGERMANÄLVEN." Thesis, KTH, Vattendragsteknik, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-140337.

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Detta examensarbete behandlar stabiliteten hos den typ av siltiga nipor som före-kommer längs med och i direkt anslutning Ångermanälven. Dessa sluttningar som i många fall antar karaktären av rasbranter har i många fall en alltför hög släntlutning för att kunna betraktas som stabila enligt traditionella beräkningsmetoder, men verkligheten visar att dessa beviserligen har den egenskapen att kunna stå kvar i mer extrema geometrier. Detta tillskrivs ofta egenskapen hos sand och framförallt silt att hysa negativa portryck samt cementeringseffekter till följd av mineralisering. Ägare av vattenkraft

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35

Lau, Shing-cheong, and 劉勝昌. "A review of the management of the dredging silt/sand from Hong Kong waters." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B31255553.

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36

Pettyjohn, William Randall. "Infiltration rate and hydraulic conductivity of sand-silt soils in the Piedmont physiographic region." Thesis, Georgia Institute of Technology, 2014. http://hdl.handle.net/1853/53023.

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In this study, a two phase investigation of the hydraulic conductivity parameters of silty soils was performed. In the first phase, double-ring infiltrometer tests were used to measure infiltration rates in-situ at two sites in the Piedmont physiographic province of Georgia. The efficacy of predicting saturated hydraulic conductivity for Piedmont soils via published soil surveys from the National Resource Conservation Service and pedotransfer functions was then investigated. Work focused on the development of a consistent test methodology for soils (sandy, to silts and clays) in the Piedmont,

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37

Clarke, Michèle Louise. "Formation, depositional history and magnetic properties of loessic silt from the Tibetan Front, China." Thesis, University of Leicester, 1992. http://hdl.handle.net/2381/34479.

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38

Tran, Manh Ngoc. "Installation of Suction Caissons in Dense Sand and the Influence of Silt and Cemented Layers." University of Sydney, 2006. http://hdl.handle.net/2123/4064.

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Doctor of Philosophy<br>Suction caissons have been used in the offshore industry in the last two decades as both temporary mooring anchorages and permanent foundation systems. Although there have been more than 500 suction caissons installed in various locations around the world,understanding of this concept is still limited. This thesis investigates the installation aspect of suction caissons, focusing on the installation in dense sand and layered soils, where sand is inter-bedded by silt and weakly cemented layers. The research was mainly experimental, at both normal gravity and elevated acc

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39

Tran, Manh Ngoc. "Installation of Suction Caissons in Dense Sand and the Influence of Silt and Cemented Layers." Thesis, The University of Sydney, 2005. http://hdl.handle.net/2123/4064.

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Suction caissons have been used in the offshore industry in the last two decades as both temporary mooring anchorages and permanent foundation systems. Although there have been more than 500 suction caissons installed in various locations around the world,understanding of this concept is still limited. This thesis investigates the installation aspect of suction caissons, focusing on the installation in dense sand and layered soils, where sand is inter-bedded by silt and weakly cemented layers. The research was mainly experimental, at both normal gravity and elevated acceleration levels in a ge

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40

Hadiwardoyo, Sigit Pranowo. "Caractérisation des matériaux granulaires des très petites aux grandes déformations." Châtenay-Malabry, Ecole centrale de Paris, 2002. http://www.theses.fr/2002ECAP0887.

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La rupture des chaussées est souvent liée à une diminution des propriétés du sol-support causée par une infiltration d’eau dans le corps de chaussée. L’étude expérimentale avait comme objectifs : a) d’étudier au laboratoire le comportement des matériaux granulaires en petites déformations à l’état saturé et non saturé, b) de mettre au point une méthode d’analyse pour prendre en compte l’effet de la pression interstitielle négative dans les propriétés du sol non saturé, et c) d’étudier le comportement contrainte-déformation de sables et graves non traités sous chargement cyclique. De nombreux e

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41

Hoe, Tian Hee. "The prediction via a mathematical model of the "primary" self-weight consolidation curve of silt particles during zone settling." Master's thesis, Mississippi State : Mississippi State University, 2001. http://library.msstate.edu/etd/show.asp?etd=etd-11152001-103032.

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42

Schuster, Peter. "Experimentelle Untersuchungen über das Verhalten von Silt-Sand-Fraktionen, die mit quellfähigem Ton vergütet werden /." Zürich, 1985. http://e-collection.ethbib.ethz.ch/show?type=diss&nr=7764.

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43

Mobbs, Tamara Leah. "Effects of four soil surfactants on four soil-water properties in sand and silt loam." Pullman, Wash. : Washington State University, 2010. http://www.dissertations.wsu.edu/Thesis/Spring2010/t_mobbs_050110.pdf.

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Thesis (M.S. in biological and agricultural engineering)--Washington State University, May 2010.<br>Title from PDF title page (viewed on June 23, 2010). "Department of Biological Systems Engineering." Includes bibliographical references (p. 16-22).

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44

Gibson, McLaren Sarah Jane. "Bench-scale and centrifuge testing of pore water pressure distributions across clayey-silt dam cores." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp04/mq22311.pdf.

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45

Harper, Bruce. "An experimental and numerical modelling investigation of soil vapour extraction in a silt loam soil." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0005/NQ40373.pdf.

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46

Hamelin, Joseph Paul Michel. "An experimental and numerical modelling investigation of soil vapour extraction in a silt loam soil." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/MQ39658.pdf.

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47

Halverson, Jarid Lane Zech Wesley C. "Use of a small-scale erosion control model in the design of silt fence tiebacks." Auburn, Ala., 2006. http://repo.lib.auburn.edu/2006%20Spring/master's/HALVERSON_JARID_51.pdf.

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48

Zimmermann, André E. "Effects of sediment transport on intergravel flow and egg survival in silt-rich spawning beds." Thesis, McGill University, 2003. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=79215.

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Previous studies have shown fine sediment was removed from spawning beds when salmon dug nests and subsequent sediment deposition can re-clog the nests, which reduces intergravel flow and threatens egg survival. In the intensively logged Cascapedia watershed it is not known if there is enough sediment deposition to re-clog salmon nests. Furthermore, Cascapedia spawning beds are relatively silt-rich, whereas, the effect of fine sediment has been studied in rivers with sand-rich substrate. I evaluated if sediment-epositing events reduced intergravel flow and if these events inhibited egg

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49

McCann, Mary T. "Toxicity of zinc, copper, and sediments to early life stages of freshwater mussels in the Powell River, Virginia." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-07112009-040226/.

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50

Culp, Jeffrey Parker. "Do Muds Sort? Experimental Test of a Hypothesis Key to Understanding Marine Bottom Currents." Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/101548.

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Accumulations of fine sediments in deep-ocean contourites form a sedimentary record that has been hypothesized to be directly related to bottom-current behavior. This is known as the 'sortable silt' hypothesis and states that the non-cohesive, coarse silt in the 10 to 63 µm size range within a deposit can be used as a proxy for paleocurrent velocity. Slow deposition rates on contourites (2−10 cm/kyr) make it difficult to test this hypothesis in the field and few laboratory studies have been conducted. To test the 'sortable silt' hypothesis in the laboratory, a non-recirculating flume was const

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