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Relevant bibliographies by topics / Chemical soil stabilization / Dissertations / Theses

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Dissertations / Theses on the topic 'Chemical soil stabilization'

Author: Grafiati

Published: 4 September 2021

Last updated: 29 July 2025

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1

Smedborn, Pausson Eva. "Chemical Stabilization of Arsenic in Contaminated Soil under Low Redox Conditions." Thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-72340.

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Remediation techniques for arsenic contaminated soil have previously focused mostly on the surface soil layers where aerobic conditions are prevalent. In this master thesis, chemical stabilization by adding zero-valent iron (Fe(0)) and calcium oxide (CaO) to an arsenic-contaminated soil under low redox conditions have been studied through up-flow percolation tests. Over a time of 2 months, pH, conductivity, redox potential and concentrations of major and minor elements including As, Zn, Cu, Cd, Fe and Ca under both fluctuating and continuous flow were measured. Results indicate tha

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2

Al-Jhayyish, Anwer K. "Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices." Ohio University / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246.

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3

Bueno, Eduardo Suliman. "Estudo de alguns fatores que podem afetar a durabilidade de misturas solo-cal." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2011. http://hdl.handle.net/10183/49299.

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O desenvolvimento sustentável impõe uma evolução do contexto sócio-econômico das obras que envolvem o uso do solo. Um efeito é a obrigação do uso de materiais localizados na obra ou nas imediações. Isto muitas vezes implica no uso de materiais de baixas propriedades de engenharia, surgem então alternativas de melhoria destes materiais, como a estabilização com cal. No entanto, sabe-se que o tratamento de solos pode ser ineficaz quando da presença de compostos químicos deletérios no solo. Esta dissertação apresenta resultados de um estudo laboratorial do comportamento mecânico de um solo laterí

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4

Pereira, Kiev Luiz de Araujo. "Estabiliza??o de um Solo com Cimento e Cinza de Lodo Para Uso em Pavimentos." Universidade Federal do Rio Grande do Norte, 2012. http://repositorio.ufrn.br:8080/jspui/handle/123456789/14841.

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Made available in DSpace on 2014-12-17T14:48:13Z (GMT). No. of bitstreams: 1 KievLAP_DISSERT.pdf: 5028363 bytes, checksum: de436550c722f471b673e76a33619bd0 (MD5) Previous issue date: 2012-12-27<br>Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior<br>Este trabalho apresenta um estudo da estabiliza??o qu?mica de um solo com cimento e a avalia??o do uso de cinza de lodo como aditivo estabilizante, investigando o comportamento mec?nico das misturas solo-cimento e solo-cimentocinza para uso em base e sub-base de pavimentos rodovi?rios. Os materiais envolvidos no estudo foram: solo silte

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5

Kennedy, Kalub S. "Evaluation of Chemically Stabilized Subgrades with High Sulfate Concentrations." Ohio University / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1554807825765069.

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6

Palamede, Audrey. "Stabilization of chlorinated dibenzo-p-dioxins, dibenzofurans and chlordecone in soils from three former industrial areas. : Leaching behavior of chlorinated dibenzo-p-dioxins, dibenzofurans and chlordecone from three soils." Thesis, Umeå universitet, Kemiska institutionen, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-163550.

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7

Hesham, Ahmed H. [Verfasser]. "Treatment and improvement of the geotechnical properties of different soft fine-grained soils using chemical stabilization / Ahmed H Hesham." Aachen : Shaker, 2006. http://d-nb.info/1166513483/34.

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8

Fagundes, Luiza Perroni. "Utilização de resíduo de cerâmica proveniente de olarias para estabilização de solo laterítico /." Ilha Solteira, 2019. http://hdl.handle.net/11449/181162.

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Orientador: Mauro Mitsuuchi Tashima<br>Resumo: O modo como são dispostos os resíduos gerados pela indústria, pela agropecuária e pela sociedade gera uma preocupação crescente. Muitas pesquisas têm sido desenvolvidas com a finalidade de diminuir o impacto que estes causam a sociedade e ao meio ambiente. Diversos resíduos têm sido estudados como materiais cimentícios suplementares para substituição de parte da quantidade de cimento, contribuindo para a redução de áreas de aterro e também na diminuição da emissão de CO2 associada à produção de cimento Portland, que é responsável por cerca de 5% a

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9

Alves, Kárita Christina Soares Kanaiama. "Estudo do fosfogesso tratado termicamente e de suas misturas com solo tropical." Universidade Federal de Goiás, 2015. http://repositorio.bc.ufg.br/tede/handle/tede/5388.

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Submitted by Luciana Ferreira (lucgeral@gmail.com) on 2016-03-29T12:49:05Z No. of bitstreams: 2 Dissertação - Kárita Christina Soares Kanaiama Alves - 2015.pdf: 6936934 bytes, checksum: ded492627f968f50b4e27aa48d4c9d22 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)<br>Approved for entry into archive by Luciana Ferreira (lucgeral@gmail.com) on 2016-03-29T12:50:59Z (GMT) No. of bitstreams: 2 Dissertação - Kárita Christina Soares Kanaiama Alves - 2015.pdf: 6936934 bytes, checksum: ded492627f968f50b4e27aa48d4c9d22 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6df

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10

Švarcová, Monika. "Dvoufázový systém stabilizace podloží vozovek." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392147.

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This diploma thesis is focused on the properties of unsuitable and conditionally unsuitable fine-grained soils after a one-stage or two-stage treatment by using a binder. The theoretical part occupies with problematical properties of the fine grained soils in a subgrade and a possible technology of the change of these properties. The laboratory testing of treated soils is described and a practical technology of the one stage and two-stage stabilization. In the practical part the fine grained soils are treated by one-stage or two-stage stabilization. For the one stage stabilization the cement i

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11

Costa, Patrícia Daniela Couceiro. "Chemical stabilization of soils using carbon nanotubes." Master's thesis, 2016. http://hdl.handle.net/10316/81632.

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Dissertação de Mestrado Integrado em Engenharia Química apresentada à Faculdade de Ciências e Tecnologia<br>A recente necessidade de construção em solos com fracas características geotécnicas (como é o caso dos solos moles) tem conduzido a uma crescente procura de novos métodos de estabilização de solos.O trabalho desenvolvido no âmbito desta dissertação focou-se no estudo das propriedades mecânicas do solo mole do Baixo Mondego, após a sua estabilização química com cimento Portland e com nanotubos de carbono. Desde a sua descoberta, os nanotubos de carbono têm encontrado inúmeras aplicações d

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12

MUDGAL, ANKUR. "STABILIZATION OF BLACK COTTON SOIL WITH LIME AND STONE DUST." Thesis, 2012. http://dspace.dtu.ac.in:8080/jspui/handle/repository/14136.

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Black cotton soil have the tendency to swell when their moisture content is increased and shrink when their moisture content is decreased. The moisture may come from rain flooding, leaking water or sewer lines or from reduction in surface evapotranspiration when an area is covered by a building or pavement. To achieve the economy and for proper performance of structures it is necessary to improve the geotechnical properties of expansive soil. Due to the for construction purpose, rubble and aggregates are high demanded rubble quarries and aggregate crushers are very common. Out of the different

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13

Van, Steenderen Willem Pieter Cornelis. "The use of chemical stabilisers in labour intensive road construction." Thesis, 1995. https://hdl.handle.net/10539/26638.

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A project report submitted to the Faculty of Engineering, University of the Witwatersrand in partial fulfilment of the requirements for the degree of Master of Science in Engineering.<br>Until recently use of ionic chemical soil stabilisers seemed hit or miss. The paper by paige-Green and Bennett explains that the stabilisers work only on soils containing reactive clays. The author's findings confirm this conclusion. It was shown that a CBR test, which can be done in any road soils laboratory, can be used to measure the chanqe in strength caused by the treatment of the soil with a ch

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14

Suganya, K. "Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil." Thesis, 2013. http://etd.iisc.ac.in/handle/2005/3387.

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Soft soil deposits of coastal regions and lowland areas pose many geotechnical problems but it is indispensable to utilize these grounds to meet the growing demand for infrastructure with ever increasing urbanization and industrial development. Soft soils are generally associated with high compressibility and low strength characteristics which augment the risk of huge settlements and foundation failure. It is essential to understand the complex behaviour of the ground consisting of soft clays as construction and maintenance of infrastructure in these areas is challenging. Marine sediments mos

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15

Suganya, K. "Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil." Thesis, 2013. http://etd.iisc.ernet.in/2005/3387.

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Soft soil deposits of coastal regions and lowland areas pose many geotechnical problems but it is indispensable to utilize these grounds to meet the growing demand for infrastructure with ever increasing urbanization and industrial development. Soft soils are generally associated with high compressibility and low strength characteristics which augment the risk of huge settlements and foundation failure. It is essential to understand the complex behaviour of the ground consisting of soft clays as construction and maintenance of infrastructure in these areas is challenging. Marine sediments mos

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16

Rafael, Nuno Forte. "Estabilização química de solos com recurso a nanopartículas." Master's thesis, 2017. http://hdl.handle.net/10316/86583.

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Dissertação de Mestrado Integrado em Engenharia Química apresentada à Faculdade de Ciências e Tecnologia<br>Ao longo dos últimos anos, devido à escassez de áreas propícias à construção do ponto de vista geotécnico, surgiu a necessidade de construir sobre solos com fracas características geotécnicas.A presente dissertação tem como objetivo, estudar as propriedades mecânicas do solo mole do Baixo Mondego, após a sua estabilização química com cimento Portland e nanopartículas, mais precisamente nanotubos de carbono.Devido às suas propriedades únicas, os nanotubos de carbono têm sido utilizados em

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17

Ismaiel, Hesham Ahmed Hussin [Verfasser]. "Treatment and improvement of the geotechnical properties of different soft fine grained soils using chemical stabilization / von Hesham Ahmed Hussin Ismaiel." 2006. http://d-nb.info/983140278/34.

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