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Dissertations / Theses on the topic 'Environmental Geotechnics'

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1

Mácsik, Josef. "Soil improvement based on environmental geotechnics : environmental and geotechnical aspects of drainage of redox-sensitive soils and stabilisation of soils with by-products." Doctoral thesis, Luleå tekniska universitet, 1999. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-16786.

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I avhandlingen behandlas Miljögeotekniska problem som "dränering av redox-sensitiva jordar", "blockstabilisering av sulfidjord och torvjord" och " undersökning av nya vägmaterial". - Miljöproblem, kopplat till dränering och/eller urgrävning av redox-sensitiva jordar, som järnhaltiga moräner och sulfidjordar, behandlas i denna avhandling. Dräneringsproblem, orsakat av igensättning och korrosion, kan förutses genom att bedöma jord- och grundvattenkemin hos jord- respektive grundvattenprover. -Blockstabilisering är en grundläggningsmetod som används i organiska jordar, där dränering och urgrävnin
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2

Sakai, Rafael de Oliveira. "Estudo do impacto de Debris Flows: caso da bacia do rio Santo Antônio em Caraguatatuba (Brasil)." Universidade de São Paulo, 2014. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-29122014-115910/.

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O estudo apresentado fundamenta-se no evento extremo ocorrido em março de 1967, na Bacia do Rio Santo Antônio, no Município de Caraguatatuba, Brasil, tendo por objetivo esclarecer os reais impactos do fenômeno de debris flows, ou corridas de detritos, produzido por precipitações intensas. Os riscos intangíveis de vítimas humanas e tangíveis de danos materiais associados a tal evento na região são muito maiores nos dias de hoje, devido ao crescimento demográfico e à implantação de grandes empreendimentos industriais, como os do setor petrolífero, com reduzidos e, muitas vezes inexistentes, sist
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3

Kalin, Cecilia. "Miljögeoteknisk 3D-modell för markexploatering." Thesis, Uppsala University, Construction Engineering, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-124801.

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<p>Vid exploatering av mark måste ofta stora volymer jordmassor schaktas bort för grundläggning av hus och anläggning av ledningar och vägar. Dessa jordmassor skickas många gånger till en deponi, vilket orsakar emissioner av miljö- och hälsofarliga gaser från transporter, förbrukning av naturmaterial och innebär även en ekonomisk kostnad.</p><p>I Johannelund i västra Stockholm har Stockholms stad planerat ett nytt bostadsområde, och stora mängder jordmassor kommer att behöva schaktas bort under exploateringen. Stockholms stad lät skapa en miljögeoteknisk 3D-modell för att få en översikt över m
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4

Santos, Renata dos. "A relevância das unidades de conservação na proteção de espécies arbóreas ameaçadas de extinção da Mata Atlântica do Sudeste da Bahia." [s.n.], 2011. http://repositorio.unicamp.br/jspui/handle/REPOSIP/287230.

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Orientadores: Carlos Roberto Espindola, Raquel Maria de Oliveira<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Instituto de Geociências<br>Made available in DSpace on 2018-08-19T20:03:13Z (GMT). No. of bitstreams: 1 Santos_Renatados_M.pdf: 6198017 bytes, checksum: 5aa39ecf5f645aa9039abd03fc2501d2 (MD5) Previous issue date: 2011<br>Resumo: A Floresta Atlântica do sudeste da Bahia apresenta uma das maiores riquezas de espécies arbóreas por área do planeta, com uma significativa porcentagem endêmica. Essas espécies encontram-se altamente ameaçadas pelos elevados índices de desm
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5

DeAbreu, Ricardo. "Facultative Bioreactor Landfill: An Environmental and Geotechnical Study." ScholarWorks@UNO, 2003. http://scholarworks.uno.edu/td/39.

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A relatively new concept of Municipal Solid Waste treatment is known as bioreactor landfill technology. Bioreactor landfills are sanitary landfills that use microbiological processes purposefully to transform and stabilize the biodegradable organic waste constituents in a shorter period of time. One of the most popular types of bioreactor landfills is the landfill with leachate recirculation. However, it is observed that ammonia rapidly accumulates in landfills that recirculate leachate and may be the component that limits the potential to discharge excess leachate to the environment. I
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6

Katsumi, Takeshi. "Utilization of Waste Materials from Environmental Geotechnical Aspects." Kyoto University, 1996. http://hdl.handle.net/2433/77842.

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7

Kim, Carl Chong-Soo. "Geotechnical aspects of recirculating well design." Thesis, Massachusetts Institute of Technology, 1997. http://hdl.handle.net/1721.1/44495.

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8

Wu, Berlin. "Geotechnical design and construction automation in Taiwan." Thesis, Massachusetts Institute of Technology, 1996. http://hdl.handle.net/1721.1/41353.

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9

Foteu, Madio Eliane S. "Physical and geotechnical influences on peat instability." Thesis, Kingston University, 2013. http://eprints.kingston.ac.uk/27600/.

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There is an urgent need to develop robust tools and policies for stability and hazard risk assessments in order to manage upland peat landslides in locations such as the British Isles where they have frequently occurred and caused harm to the environment. One of the particular difficulties is that reliable values of peat strength are difficult to obtain. The objectives of this research were to establish the nature of any relationships between the strength characteristics and the botanical, physical and chemical properties of the peat, and to determine whether palaeobotanical analyses of sample
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10

Magnusson, Simon. "Environmental Perspectives on Urban Material Stocks used in Construction : Granular Materials." Licentiate thesis, Luleå tekniska universitet, Geoteknologi, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-60305.

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The peoples demand of functions and services in cities is the driver for energy and material flows. Most people in the world are now living in urban areas. In order to achieve a sustainable development of cities, both resource use and environmental impact have to be reduced. For construction activities, an important aspect is to increase the reuse of construction materials. From a resource perspective, the urban demand for construction of buildings, infrastructure and other facilities results in materials accumulated in constructions but also in other applications and in landfills. The materia
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11

Edeskär, Tommy. "Use of tyre shreds in civil engineering applications : technical and environmental properties." Doctoral thesis, Luleå tekniska universitet, Geoteknologi, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-16907.

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End-of-life tyres are a disposal problem regarding the large volumes produced every year. Tyre shreds are primarily produced to reduce the transportation volumes of end-of-life tyres after collection. Within the European Union, there is a ban for landfilling tyre material in order to reduce the total landfilling volumes and to encourage recycling measures. Until recently the main disposal option has been energy recovery in industrial processes. However, legislation acts has recently been taken in the European Union to encourage recycling and recovery of end-of-life-tyres and re-use of tyre mat
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12

Moghbel, Farzad. "Geotechnical and Geo-Environmental Behaviour of Landfill Biocover under Freeze-Thaw Condition." Thèse, Université d'Ottawa / University of Ottawa, 2013. http://hdl.handle.net/10393/26285.

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Landfill biocovers have been proven as a green and efficient technology to mitigate landfill methane emissions. Thermal, hydraulic, mechanical and bio-chemical (THMBC) factors regulate biocover behaviour. The aim of the current study is to evaluate the geotechnical and geo-environmental response or performance of compost based biocovers under freeze-thaw conditions. A comprehensive experimental program, including tests on samples as well as biocover column experiments, has been conducted. The results demonstrate that the thermal properties (thermal conductivity and thermal diffusivity) of the
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13

Bou-Mekhayel, Myriam. "Geotechnical and Geothermal Properties of Louisiana Coastal Sediments." ScholarWorks@UNO, 2019. https://scholarworks.uno.edu/td/2589.

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Land loss in South Louisiana is increasing at a fairly rapid rate. In an effort to reduce land loss and save the marshes of Louisiana, marsh creation projects have been proposed in carefully selected regions around the coast as part of the CPRA Coastal Master Plan 2017. Properties and characteristics of the soil obtained from soil borings were analyzed and used to determine the various design parameters that allow the marsh creation process to occur. Other properties that were taken into consideration for Louisiana coastal sediment are the geothermal properties. This research analyses those di
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14

Tan, Brian B. (Brian Bautista) 1979. "Geotechnical characterization of sediments from Hydrate Ridge, Cascadia Continental Margin." Thesis, Massachusetts Institute of Technology, 2004. http://hdl.handle.net/1721.1/29396.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2004.<br>Includes bibliographical references.<br>Eight whole core sediment samples were obtained from ODP Site 1244, Hydrate Ridge, Cascadia Continental Margin with the goal of understanding the stress history, consolidation behavior and strength characteristics of the soil. A series of Constant Rate of Strain Consolidation (CRSC) and Ko- Consolidated Undrained triaxial (CKoU) tests were performed in order to study the behavior. In addition, Atterberg limits and x-ray diffraction were performed
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15

Orazalin, Zhandos Y. "Analysis of large deformation offshore geotechnical problems in soft clay." Thesis, Massachusetts Institute of Technology, 2017. http://hdl.handle.net/1721.1/111442.

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Thesis: Ph. D., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2017.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (pages 269-281).<br>Although finite element (FE) methods are well established for modeling geotechnical problems in soil masses and soil-structure interaction, most prior research on large deformation problems has been limited to simplified assumptions on drainage conditions and constitutive behavior. This thesis investigates two large deformation problems in soft clay and proposes a methodology for perfo
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16

Yuangdetkla, Kwanjai. "Distribution of landslides and geotechnical properties within the Hampshire Basin." Thesis, University of Portsmouth, 2013. https://researchportal.port.ac.uk/portal/en/theses/distribution-of-landslides-and-geotechnical-properties-within-the-hampshire-basin(ce5ae2ee-9a68-41e2-bdc1-de067dc0b507).html.

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The Paleogene succession in the Hampshire Basin, southern England is poorly described in terms of its engineering properties.The nature and distribution of landslides across the basin is also poorly described. This thesis describes work carried out to better understand the engineering properties of the Paleogene succession and how this affects landsliding in the region. A new engineering stratigraphy for the Paleogene strata of the Hampshire Basin has been constructed by collating available geological and geotechnical data, including examination of available exposures, database information, pu
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17

Pokharel, Mukesh. "Geotechnical and environmental responses of paste tailings systems to coupled thermo-chemical loadings." Thesis, University of Ottawa (Canada), 2008. http://hdl.handle.net/10393/27793.

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Geotechnical and environmental responses of paste tailings systems to coupled thermo chemical loadings. Cement paste tailings (CPT) and tailings shotcrete (TS) are investigated for thermo-chemo coupled effects on mechanical strength, durability and reactivity. CPT are made from Portland cement type I (PCI) and PCI-slag with 0 ppm, 5000 ppm, 15000 ppm and 25000 ppm of sulphate, cured at 2&deg;C, 20&deg;C, 35&deg;C and 50&deg;C and tested for UCS at 28, 90, and 150 days respectively. The mechanical strength depends upon both sulphate and temperature. Sulphate concentration, up to 15000 ppm, cont
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18

Prasad, Anamika 1979. "Development of user interface for numerical limit analysis of geotechnical stability problems." Thesis, Massachusetts Institute of Technology, 2003. http://hdl.handle.net/1721.1/85751.

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19

Ng, Iok Tong. "Geotechnical site characterization based on SPT." Thesis, University of Macau, 1999. http://umaclib3.umac.mo/record=b1445031.

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20

Bag, Ramakrishna. "Coupled thermo-hydro-mechanical-chemical behaviour of MX80 bentonite in geotechnical applications." Thesis, Cardiff University, 2011. http://orca.cf.ac.uk/18611/.

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Due to their high swelling ability, high water retention capacity and low permeability, compacted bentonites have been considered as a key component of cover lining systems for storage of low and medium level toxic wastes and as barrier and backfilling materials for long-term safe storage of high level toxic waste in many countries. This thesis presents an experimental, theoretical and numerical study of thermo-hydromechanical- chemical behaviour of MX80 bentonite in geotechnical applications. The determination of swelling pressures of compacted bentonites is an important aspect of most benton
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21

Shillaber, Craig Michael. "Toward Sustainable Development: Quantifying Environmental Impact via Embodied Energy and CO2 Emissions for Geotechnical Construction." Diss., Virginia Tech, 2016. http://hdl.handle.net/10919/64935.

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With rising awareness that future generations may not have access to the resources and quality of life that exist today, sustainable development has become a priority within civil engineering. One important component of sustainable development is environmental stewardship, which concerns both the resources taken from the environment, and the wastes and byproducts emitted to the environment. To facilitate more sustainable development, environmental accounting is necessary within civil and geotechnical engineering design and construction. Historically, geotechnical practice has focused on maximi
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22

Griffin, Anthony Robert. "Geotechnical and geochemical properties of titanium dioxide waste gypsum and the environmental impact of its disposal." Thesis, Royal Holloway, University of London, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.339131.

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23

Iglesia, Geraldo R. (Geraldo Ramiro). "Trapdoor experiments on the centrifuge--a study of arching in geomaterials and similitude in geotechnical models." Thesis, Massachusetts Institute of Technology, 1991. http://hdl.handle.net/1721.1/113811.

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24

Gu, Huanda. "Environmental Geotechnical Approach on the Application of Ferrum-Series Lime Stabilized Soils to Road Base and Subgrade." Kyoto University, 1998. http://hdl.handle.net/2433/182351.

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25

Ratnam, Sangkaran. "Geotechnical centrifuge modeling of the behavior of light nonaqueous phase liquids (LNAPLs) in sand samples under hydraulic flushing." Thesis, Massachusetts Institute of Technology, 1996. http://hdl.handle.net/1721.1/10849.

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26

Jacklitch, Carl Jonathan. "A Geotechnical Investigation of the 2013 Fatal Rockfall in Rockville, Utah." Kent State University / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=kent1464978379.

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27

Wong, Wilson W. "Investigation of the Geotechnical Properties of Municipal Solid Waste as a Function of Placement Conditions." DigitalCommons@CalPoly, 2009. https://digitalcommons.calpoly.edu/theses/155.

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An investigation of the variability of engineering properties of municipal solid waste as a function of placement conditions was conducted. Limited data have been reported for the engineering properties of municipal solid waste (MSW) as a function of placement conditions. Wastes have high variability of engineering properties due to heterogeneity in composition and component size; influence from time based effects; and presence of compressible solids. Control of moisture content of MSW at the time of waste placement provides opportunity for increased capacity at a given landfill site due to
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Nigéus, Susanne. "Green liquor dregs-amended till to cover sulfidic mine waste." Licentiate thesis, Luleå tekniska universitet, Geovetenskap och miljöteknik, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-68654.

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The mining industry produces massive amounts of waste that without treatment and in contact with oxygen can result in acid rock drainage (ARD) and increased leaching of metals. In Sweden, the common way to manage the mine waste after closure is to apply a dry coverage on top of the waste deposition. The access to a suitable cover-material is however limited and can lead to extensive costs for the mining company. This creates a great driving force for alternative solutions, e.g. bentonite amendment to till. However, bentonite production is costly both economically and environmentally due to tim
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Olsen, Gregory R. "Dimensional Stability of Geosynthetic Clay Liners in Landfill Applications." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/651.

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An investigation was conducted related to the dimensional stability of geosynthetic clay liners (GCLs) in landfill applications. Multiple occurrences of panel separation of overlap seams in GCLs have been documented; however, explanation for the relative contribution of various mechanisms causing shrinkage has been limited. A systematic test program was conducted to determine the effects of a variety of conditions on GCL dimensional stability. Effects of initial moisture content, permeant type, and overburden pressure were tested by subjecting various GCL products to wet-dry cycles and measu
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30

Mondelli, Giulliana. "Investigação geoambiental em áreas de disposição de resíduos sólidos urbanos utilizando a tecnologia do piezocone." Universidade de São Paulo, 2004. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-06052004-152910/.

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O principal objetivo deste trabalho foi estudar a aplicabilidade da tecnologia do piezocone na investigação geoambiental de solos tropicais a partir da realização de ensaios nas áreas onde se encontram o aterro de resíduos sólidos urbanos de Bauru e o antigo lixão de Ribeirão Preto, ambos no Estado de São Paulo. Dentro deste contexto, outros ensaios de campo e de laboratório foram analisados para um melhor entendimento do caminhamento da pluma de contaminação e dos próprios resultados dos ensaios com piezocone realizados nestas áreas de disposição de resíduos. A tecnologia do piezocone apresen
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Bhamidipati, Raghava A. "Use Of Laboratory Geophysical And Geotechnical Investigation Methods To Characterize Gypsum Rich Soils." UKnowledge, 2016. http://uknowledge.uky.edu/ce_etds/45.

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Gypsum rich soils are found in many parts of the world, particularly in arid and semi-arid regions. Most gypsum occurs in the form of evaporites, which are minerals that precipitate out of water due to a high rate of evaporation and a high mineral concentration. Gypsum rich soils make good foundation material under dry conditions but pose major engineering hazards when exposed to water. Gypsum acts as a weak cementing material and has a moderate solubility of about 2.5 g/liter. The dissolution of gypsum causes the soils to undergo unpredictable collapse settlement leading to severe structural
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Kiflu, Henok Gidey. "Optimized Correlation of Geophysical And Geotechnical Methods In Sinkhole Investigations: Emphasizing On Spatial Variations In West-Central Florida." Scholar Commons, 2013. http://scholarcommons.usf.edu/etd/4709.

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Abstract Sinkholes and sinkhole-related features in West-Central Florida (WCF) are commonly identified using geotechnical investigations such as standard penetration test (SPT) borings and geophysical methods such as ground penetrating radar (GPR) and electrical resistivity tomography (ERT). Geophysical investigation results can be used to locate drilling and field testing sites while geotechnical investigation can be used to ground truth geophysical results. Both methods can yield complementary information. Geotechnical investigations give important information about the type of soil, groundw
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33

Bergman, Stina. "Livscykelanalys för grundläggning av byggnader : Användningen idag och hur metoden kan tillämpas i praktiken." Thesis, Luleå tekniska universitet, Arkitektur och vatten, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-71087.

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Byggsektorn står idag för en stor andel av växthusgasutsläppen vid produktion av byggmaterial ochanvändningen av byggmaskiner under byggproduktionsskedet. Det nationella målet är att Sverige år 2045ska vara koldioxidneutralt och utifrån detta mål har Fossilfritt Sverige, tillsammans med ett stort antalaktörer från bygg- och anläggningssektorn, tagit fram en färdplan för hur branschen ska bli klimatneutralt.Grundläggning står för en betydande del av den totala byggnadens klimatpåverkan och för att nå måletmed ett klimatneutralt Sverige år 2045 är det viktigt att discipliner inom grundläggning b
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Chrysovergis, Taki Stavros. "Laboratory Investigation of the Effects of Temperature and Moisture on Interface Shear Strength of Textured Geomembrane and Geosynthetic Clay Liner." DigitalCommons@CalPoly, 2012. https://digitalcommons.calpoly.edu/theses/899.

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A laboratory investigation was conducted to determine the effects of temperature and moisture on the shear strength of textured geomembrane (T-GM) and geosynthetic clay liner (GCL) interface. Several landfill slope failures involving geosynthetics have occurred within the past three decades. Interface shear strength of T-GM/GCL is well documented for testing conducted at laboratory temperatures and at moisture contents associated with GCLs in submerged conditions. However, in-service conditions for landfill liner systems include a wide range of temperatures (extending from below 0 °C to above
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Ridente, Júnior José Luís [UNESP]. "Análise da utilização de cartas geotécnicas em diferentes escalas para a gestão ambiental de rodovia em operação." Universidade Estadual Paulista (UNESP), 2008. http://hdl.handle.net/11449/102867.

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Made available in DSpace on 2014-06-11T19:32:17Z (GMT). No. of bitstreams: 0 Previous issue date: 2008-10-17Bitstream added on 2014-06-13T19:42:48Z : No. of bitstreams: 1 ridentejunior_jl_dr_rcla.pdf: 1072733 bytes, checksum: 12a3902dc98f8987fdfbd0c5f16a38c1 (MD5)<br>Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)<br>As rodovias são empreendimentos de grande extensão e de estreita faixa de terreno que promovem uma profunda alteração nas condições ambientais. Estas intervenções atravessam terrenos com diferentes características (geologia, geomorfologia, solos, florestas,
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Cardona, Claudia. "Uranium Sequestration by pH Manipulation using NH3 Injection in the Vadose Zone of Hanford Site 200 Area." FIU Digital Commons, 2017. http://digitalcommons.fiu.edu/etd/3352.

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Past nuclear weapon production activities have left a significant legacy of uranium (U) contamination in the vadose zone (VZ) of the Department of Energy (DOE) Hanford Site. This U is a source of groundwater (GW) contamination. There is a concern that elevated U concentration would slowly infiltrate through the VZ, reach the GW water table, and then end up in nearby rivers and lakes. Remediation of U-contaminated low moisture content soil is a challenging task considering the VZ depth, where contamination is found between 70 and 100 m below the ground surface, and the formation of highly solub
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Bůžková, Eliška. "Zajištění sanační jámy pro ekologické účely." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225487.

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As the trend in environmental care grows, the emphasis on removing the old environmental burdens is bigger. This thesis is dedicated to the case when the soil was contaminated by products of gas industry in the area of Jihomoravská plynárenská, a.s. in Brno - Zábrdovice . The aim of this work is to select the appropriate remediation technology and shoring remediation pit in mentioned locality. Diploma thesis also includes design and assessment of selected construction sheeting calculated by the method of dependent pressures, technology design and implementation of construction drawings.
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Bowerman, Alexander Scott. "PERFORMANCE OF A STORMWATER FILTER AND BACTERIA INACTIVATION USING BIOCIDAL MEDIA." DigitalCommons@CalPoly, 2010. https://digitalcommons.calpoly.edu/theses/260.

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There are many possible ways to mitigate stormwater pollution, but this study focused on the DrainPacTM catchment basin insert and the feasibility of integrating N-halamine biocidal brominated beads into the filter system. This study was divided into three sections. The first section involved testing a DrainPacTM filter for treatable flow rates, head loss, and removal of solids, oil, and bacteria. The DrainPacTM filter is designed to be installed in a stormwater catch basin. The filter is composed of a 12 x 41 inch metal frame with textile filter media attached to it in a basket shape. The upp
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Candido, Luciano Willen. "Identificação e mapeamento de cavas e pilhas de bota-fora de mineração como unidade geológico-geotécnica no município de Estiva Gerbi - SP /." Rio Claro : [s.n.], 2004. http://hdl.handle.net/11449/92746.

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Orientador: José Eduardo Zaine<br>Banca: José Cândido Stevaux<br>Banca: Antonio Roberto Saad<br>Resumo: A pesquisa tem como tema central o reconhecimento de áreas modificadas pela atividade de mineração como uma unidade geológico-geotécnica no Município de Estiva Gerbi (SP). As últimas décadas têm sido marcadas por grandes mudanças tecnológicas, pelo aumento da população e o decorrente aumento das cidades, tendo como reflexo a conseqüente elevação do consumo dos recursos naturais. Este estudo caracterizou cavas e pilhas de botafora, geradas pela atividade extração de argila para a indústria ce
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Paula, João Paulo Lima de. "Caracterização do meio físico como subsídio à elaboração de cartas de sensibilidade ambiental : ensaio de aplicação em dutovia na Serra do Mar - SP /." Rio Claro : [s.n.], 2007. http://hdl.handle.net/11449/92815.

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Orientador: José Eduardo Zaine<br>Banca: Paulina Setti Riedel<br>Banca: Mário Sérgio de Melo<br>Resumo: Este trabalho foi desenvolvido num trecho do oleoduto da Petrobras entre Cubatão (SP), na Baixada Litorânea, e o alto da serra do Mar. O objetivo principal foi levantar e analisar quais condicionantes do meio físico devem ser considerados para subsidiar a elaboração de uma Carta de Sensibilidade Ambiental, levando em conta as possíveis interferências tanto na ocorrência de acidentes com os dutos, quanto na migração do contaminante. O levantamento de dados secundários envolveu pesquisa biblio
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Ridente, Júnior José Luís. "Análise da utilização de cartas geotécnicas em diferentes escalas para a gestão ambiental de rodovia em operação /." Rio Claro : [s.n.], 2008. http://hdl.handle.net/11449/102867.

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Possui 7 mapas avulsos<br>Orientador: Leandro Eugenio Silva Cerri<br>Banca: Pedro Umberto Romanini<br>Banca: Amarilis Lucia Casteli Figueiredo Gallardo<br>Banca: Oswaldo Augusto Filho<br>Banca: José Eduardo Zaine<br>Resumo: As rodovias são empreendimentos de grande extensão e de estreita faixa de terreno que promovem uma profunda alteração nas condições ambientais. Estas intervenções atravessam terrenos com diferentes características (geologia, geomorfologia, solos, florestas, etc.), onde ocorrem processos de erosão de diferentes naturezas e intensidades. Durante a sua implantação e operação,
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Cox, Jason Taylor. "Effects of Waste Placement Practices on the Engineering Response of Municipal Solid Waste." DigitalCommons@CalPoly, 2013. https://digitalcommons.calpoly.edu/theses/1137.

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An extensive laboratory and field investigation was conducted at Santa Maria Regional Landfill (SMRL) in Santa Maria, CA to determine the effects of waste placement practices on the engineering response of municipal solid waste (MSW). Laboratory and field testing was used to determine the engineering properties and monitor field response of MSW. The specific gravity (Gs) of manufactured MSW (MMSW), fresh MSW (FMSW), and old MSW (OMSW) was determined experimentally using a modified version of standard soil testing procedures. Effects of particle size, compactive effort, and degradation on the s
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Onnen, Michael Thomas. "Thermal Numerical Analysis of Vertical Heat Extraction Systems in Landfills." DigitalCommons@CalPoly, 2014. https://digitalcommons.calpoly.edu/theses/1223.

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An investigation was conducted to determine the response of landfills to the operation of a vertical ground source heat pump (i.e., heat extraction system, HES). Elevated landfill temperatures, reported various researchers, impact the engineering performance of landfill systems. A numerical model was developed to analyze the influence of vertical HES operation on landfills as a function of climate and operational conditions. A 1-D model of the vertical profile of a landfill was developed to approximate fluid temperatures in the HES. A 2-D model was then analyzed over a 40 year time period usin
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Borges, Domingos Júnior Sales. "Zoneamento geotécnico geral da folha de Americana - Escala 1:50.000." Universidade de São Paulo, 2003. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-06102017-150443/.

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O presente trabalho tem como finalidade apresentar os resultados obtidos no Zoneamento Geotécnico Geral da Folha de Americana/SP, na escala 1:50.000, através do mapeamento geotécnico e o levantamento das características dos atributos do meio físico representados pelo substrato rochoso, material inconsolidado e landforms da área, utilizando como base a metodologia proposta pela Escola de Engenharia de São Carlos - USP (Zuquette, 1987). Como ferramenta de auxílio do trabalho foram utilizados a Técnica de Avaliação de Terreno, de acordo com Lollo (1996), e o Sistema de Informações Geográficas (SI
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Paula, João Paulo Lima de [UNESP]. "Caracterização do meio físico como subsídio à elaboração de cartas de sensibilidade ambiental: ensaio de aplicação em dutovia na Serra do Mar - SP." Universidade Estadual Paulista (UNESP), 2007. http://hdl.handle.net/11449/92815.

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Made available in DSpace on 2014-06-11T19:26:12Z (GMT). No. of bitstreams: 0 Previous issue date: 2007-05-04Bitstream added on 2014-06-13T20:54:19Z : No. of bitstreams: 1 paula_jpl_me_rcla.pdf: 2959388 bytes, checksum: 67b8b23ead77f57c56e0c8ddb72522d8 (MD5)<br>Este trabalho foi desenvolvido num trecho do oleoduto da Petrobras entre Cubatão (SP), na Baixada Litorânea, e o alto da serra do Mar. O objetivo principal foi levantar e analisar quais condicionantes do meio físico devem ser considerados para subsidiar a elaboração de uma Carta de Sensibilidade Ambiental, levando em conta as possíveis
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Jacobs, Jasper Stanford. "FULL-SCALE SHAKE TABLE CYCLIC SIMPLE SHEAR TESTING OF LIQUEFIABLE SOIL." DigitalCommons@CalPoly, 2016. https://digitalcommons.calpoly.edu/theses/1527.

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This research consists of full-scale shake table tests to investigate liquefaction of sandy soils. Consideration of the potential and consequences of liquefaction is critical to the performance of any structure built in locations of high seismicity underlain by saturated granular materials as it is the leading cause of damage associated with ground failure. In certain cases the financial losses associated with liquefaction can significantly impact the financial future of an entire region. Most liquefaction triggering studies are performed in the field where liquefaction has been previously obs
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Stone, Gregory M. "Beneficial Reuse of Corrugated Paperboard in Civil Engineering Applications." DigitalCommons@CalPoly, 2012. https://digitalcommons.calpoly.edu/theses/691.

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Abstract Beneficial Reuse of Corrugated Paperboard in Civil Engineering Applications Gregory Michael Stone An investigation was conducted to explore the potential for reuse of corrugated paperboard. Corrugated paperboard represents a large fraction of the municipal solid waste generated and discarded in the United States. Alternative applications for reuse can provide a significant benefit by reducing the volume of waste being disposed and by reducing the use of raw materials. Four civil engineering applications were examined for potential beneficial reuse of corrugated paperboard: slurry tr
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Villemure, Marlene. "Fine grained sediment clean-up in a modern urban environment." Thesis, University of Canterbury. Geological Sciences, 2013. http://hdl.handle.net/10092/8356.

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Fine grained sediment deposition in urban environments during natural hazard events can impact critical infrastructure and properties (urban terrain) leading to reduced social and economic function and potentially adverse public health effects. Therefore, clean-up of the sediments is required to minimise impacts and restore social and economic functionality as soon as possible. The strategies employed to manage and coordinate the clean-up significantly influence the speed, cost and quality of the clean-up operation. Additionally, the physical properties of the fine grained sediment affects the
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Schaffer, Matthew Jason. "Influence of Nozzle Pressure, Standoff Distance, and Reinforcing Steel Cage on Water Jetting of CIDH Pile Anomalies." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/475.

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The effectiveness of removing anomalous material from cast-in-drilled-hole (CIDH) piles by water jetting was examined. The primary objectives of this research were to examine how reinforcing steel influences water jetting and to evaluate how jetting pressures and standoff distance from the material surface affect water jetting of concrete type materials and PVC tubing. The experimental work consisted of water blasting submerged test specimens using rotary jets, nozzles, pumping equipment, and testing procedures currently used in construction practice. The concrete test specimens were compri
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Kataguiri, Karen. "Proposição de critérios técnicos e ambientais para criação de banco de solos para a região metropolitana de São Paulo." Universidade de São Paulo, 2017. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-23062017-161732/.

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Considerando a necessidade de soluções sustentáveis para a destinação de solos de escavação de obras em áreas urbanas, este estudo apresenta a caracterização de materiais de escavação recebidos em um aterro de resíduos de construção civil (RCC) localizado na Região Metropolitana de São Paulo (MRSP). As amostras foram classificadas visualmente como predominantemente solo de escavação ou mistura de diferentes tipos de RCC, e submetidas a testes de caracterização química, mineralógica, ambiental e geotécnica. Os materiais de escavação destinados ao aterro são compostos, principalmente, por mistur
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