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Relevant bibliographies by topics / Geotechnical / Dissertations / Theses

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Dissertations / Theses on the topic 'Geotechnical'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Shah, Janvi Pankaj. "Resilient geotechnical asset management." Thesis, University of Birmingham, 2016. http://etheses.bham.ac.uk//id/eprint/6644/.

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There is overwhelming evidence that the development of new, technically sound, engineered and fit-for-purpose critical physical infrastructure is vital for economic growth and stability. With many countries targeting significant levels of capital investment in energy, transport, communications, flood management and water and waste water infrastructure, there is a vital need for asset management frameworks that can provide both robust and resilient asset support. Currently, asset management tools focus predominantly on data management, deterioration modelling, condition assessment, risk, as wel

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2

Zhang, Jie. "Characterizing geotechnical model uncertainty /." View abstract or full-text, 2009. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202009%20ZHANG.

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3

Faria, P. de D. "Shakedown analysis in geotechnical engineering." Thesis, Swansea University, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.636956.

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Many problems in geotechnology are concerned with the response of earth materials to cyclic loads. These loads are either generated by forces of nature such as sea waves, currents, winds, and earthquakes or as a consequence of engineering operations such as blasting, pile driving and rotating machines. For most design purposes related to static loads it is logical to use as a design basis either the elastic range where no plastic deformation occurs or the plastic range, in which large plastic deformation can occur. However, when cyclic loading is involved few design methods are available since

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4

Bundy, Stephen. "Geotechnical properties of chalk putties." Thesis, University of Portsmouth, 2013. https://researchportal.port.ac.uk/portal/en/theses/geotechnical-properties-of-chalk-putties(29af3b60-00c7-4507-8c17-24b50f5cf8b5).html.

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Chalk putties are common in Southern England, occurring naturally and as a result of earthworks in intact chalk. The ease and readiness with which intact chalk breaks down into putty makes establishing a good geotechnical profile of the material necessary. A review of literature indicates that previous laboratory studies on chalk putties are limited, and that testing of the material has proven difficult using standard procedures. This study initially quantifies index parameters such as Atterberg limits, thixotropy and particle size distribution before considering susceptibility to age-related

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5

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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6

Dada, Yunusa Musa. "Geotechnical interpretation of soil surveys." Thesis, University of East Anglia, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.327803.

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7

Ouyang, Yue. "Geotechnical behaviour of energy piles." Thesis, University of Cambridge, 2014. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.708099.

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8

Holt, Daniella Godinho Abreu. "Sustainable assessment for geotechnical projects." Thesis, University of Birmingham, 2011. http://etheses.bham.ac.uk//id/eprint/3034/.

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Geotechnical engineering has a crucial role to play in enhancing sustainability due to its pivotal role in the construction process where potentially impacts are highest. Currently, there is a lack of methodologies for assessing geotechnical projects that truly encompass the three core pillars of sustainability. A robust system is required which offers an holistic approach that is both flexible and easily understood, whilst not being biased towards rewards or is prohibitively costly. In addition, ‘tool fatigue’, whereby a system is generated but never used, must be avoided. After a detailed ev

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9

Chandarana, Upasna Piyush, and Upasna Piyush Chandarana. "Optimizing Geotechnical Risk Management Analysis." Diss., The University of Arizona, 2017. http://hdl.handle.net/10150/625550.

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Mines have an inherent risk of geotechnical failure in both rock excavations and tailings storage facilities. Geotechnical failure occurs when there is a combination of exceptionally large forces acting on a structure and/or low material strength resulting in the structure not withstanding a designed service load. The excavation of rocks can cause unintended rock mass movements. If the movement is monitored promptly, accidents, loss of ore reserves and equipment, loss of lives, and closure of the mine can be prevented. Mining companies routinely use deformation monitoring to manage the geotech

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10

He, Chunmei. "GEOTECHNICAL CHARACTERIZATION OF LUNAR REGOLITH SIMULANTS." Cleveland, Ohio : Case Western Reserve University, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=case1269272964.

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Thesis (Doctor of Philosophy)--Case Western Reserve University, 2010<br>Department of Civil Engineering Title from PDF (viewed on 2010-05-25) Includes abstract Includes bibliographical references and appendices Available online via the OhioLINK ETD Center

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11

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

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12

Han, Fa Sen. "Geotechnical Behaviour of Frozen Mine Backfills." Thèse, Université d'Ottawa / University of Ottawa, 2011. http://hdl.handle.net/10393/20250.

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This thesis presents the results of an investigation of factors which influence the geotechnical properties of frozen mine backfill (FMB). FMB has extensive application potential for mining in permafrost areas. The uniaxial compressive strength (UCS) of hardened backfill is often used to evaluate mine backfill stability. However, the deformation behaviour and stiffness of the FMB are also key design properties of interest. In this thesis, uniaxial compressive tests were conducted on FTB and FCPB samples. Information about the geotechnical properties of FMB is obtained. The effects of FMB mix

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13

Pelkey, Shaun G. "Geotechnical properties of municipal solid waste." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ30016.pdf.

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14

Hong, Hanh N. "Geotechnical applications of crumbed tire rubber." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0002/MQ59818.pdf.

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15

Ledin, Jonatan, and Tobias Åhsberg. "Transition to the Geotechnical European Standards." Thesis, Linköpings universitet, Institutionen för teknik och naturvetenskap, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-93629.

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On January first 2011, the National Board of Housing, Building and Planning - Boverket, are adopting the European design rules of geotechnics. This will make the overall Swedish transition more definite. Geotechnical engineers and field-/laboratory technicians will have to conform their reporting routines to the new legal framework that the Eurocode suggests. The new standard will lead towards a better quality of the performed work, the reason being higher demands on the reports content and availability. It will also foster the free market, both nationally as well as internationally. The repor

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16

Smith, James Seymour. "Scaled geotechnical centrifuge modelling of gelifluction." Thesis, Cardiff University, 2004. http://orca.cf.ac.uk/54676/.

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This thesis describes the laboratory modelling of gelifluction processes using the geotechnical centrifuge technique. Thirteen 1/10 scale planar slope models were frozen from the surface downwards on the laboratory floor and thawed, also from the surface downwards, under gravitational acceleration of 10 gravities (approximately 98.1 ms'2). A natural sandy silt soil from Quaternary periglacial slope deposits collected in SW England formed the base test material and slope models at gradients 4, 8, 12 and 16 were constructed using this soil. 10% and 20% by weight increments of glaciolacustrine si

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17

Wint, Joanne. "Geotechnical site investigation of vegetated slopes." Thesis, Nottingham Trent University, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.429261.

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18

WHA, CHAN KOU. "APPLICATION OF ELECTROLEVELS IN GEOTECHNICAL INSTRUMENTATION." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 1999. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1254@1.

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CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO<br>O surgimento da instrumentação geotécnica se deu entre os anos de 1930 e 1940 e inicialmente observa-se a utilização de instrumentos mecânicos e hidraúlicos para essa finalidade. Entretanto nos últimos anos tem se acentuado a utilização de equipamentos baseados em princípios elétricos tais como os extensômetros elétricos resistivos e os eletroníveis que podem ser acoplados a eficientes sistemas de aquisição de dados. Há portanto a necessidade de intensificação de esforços na utilização de técnicas mais precisas e abran

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19

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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20

Smith, Alexander D. "Computerized modeling of geotechnical stratigraphic data." Thesis, Massachusetts Institute of Technology, 1989. http://hdl.handle.net/1721.1/14360.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1989.<br>Archives copy bound in 1 v.; Barker copy in 2 v.<br>Includes bibliographical references (leaves 246-251).<br>by Alexander Donnan Smith.<br>Ph.D.

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21

Chou, Chiung-Wen. "Biomodification of geotechnical properties of sand." College Park, Md.: University of Maryland, 2007. http://hdl.handle.net/1903/7812.

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Thesis (M.S.) -- University of Maryland, College Park, 2007.<br>Thesis research directed by: Dept. of Civil and Environmental Engineering. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.

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22

Ryan, Christopher R. "Geotechnical investigation of Montrose wetland site." Morgantown, W. Va. : [West Virginia University Libraries], 2004. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3723.

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Thesis (M.S.)--West Virginia University, 2004.<br>Title from document title page. Document formatted into pages; contains xii, 191 p. : ill. (some col.), maps (some col.). Vita. Includes abstract. Includes bibliographical references (p. 117-119).

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23

Chen, Daqin 1958. "Geotechnical characterization of an alluvial fanglomerate." Thesis, The University of Arizona, 1988. http://hdl.handle.net/10150/276713.

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The Department of Energy (DOE) has recently announced that the Superconducting Super Collider (SSC) will soon be built somewhere in the United States. Preliminary geophysical studies indicate that the Sierrita site 35 miles southwest of Tucson has geological conditions that would facilitate construction of the SSC. The Maricopa site southwest of Phoenix is also one of the two potential sites in Arizona. However, several additional geotechnical investigations were required to convincingly demonstrate the suitability of these two locations. The present research program identified the geotechnica

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24

Charles-Cruz, Carlos Alberto. "The geotechnical behaviour of hydraulically placed fills." Thesis, University of Leeds, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.486304.

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In industry, particulate waste materials may be disposed of by mixing with water and then pumping to a void where the particles will sediment out and the excess water will be decanted. This waste disposal method can result in very large volumes of material which are described as being 'hydraulically placed fills'. The waste material often consists of very fine particles, which can have a wide variety of composition, shape and size. The final sediments may have a very high moisture content and be difficult materials for sampling and testing and for construction purposes. The hydraulically place

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25

Collins, Paul S. "Geotechnical properties of sand/lightweight aggregate mixtures." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ26989.pdf.

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26

Lemoine, Elise Marie Jeanette Simone. "Modelling sand production in a geotechnical centrifuge." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0018/MQ48275.pdf.

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27

Bathe, Abhijit. "Geotechnical properties of soils using electrical measurements." Ohio : Ohio University, 2005. http://www.ohiolink.edu/etd/view.cgi?ohiou1177436956.

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28

Rockaway, Thomas D. "Spatial assessment of earthquake induced geotechnical hazards." Diss., Georgia Institute of Technology, 1997. http://hdl.handle.net/1853/20038.

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29

Johnson, Max LeGrand Jr. "Characterization of geotechnical surfaces via stylus profilometry." Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/20705.

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30

Ho, Chau-man, and 何秋文. "Idealisation for mathematical modelling in geotechnical practice." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B45014280.

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31

Davey-Wilson, Ian Edward George. "A knowledge-based system in geotechnical engineering." Thesis, University of Bradford, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.277162.

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32

DYMINSKI, ANDREA SELL. "ANALYSIS OF GEOTECHNICAL PROBLEMS WITH NEURAL NETWORKS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2000. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2001@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>Nos últimos anos, a aplicação da técnica de redes neurais tem sido difundida em diversas áreas do conhecimento, inclusive na engenharia civil. Em meados da década de 90, iniciaram-se no Brasil estudos no sentido de avaliar a eficiência desta técnica numérica na modelagem do comportamento de solos e na análise de problemas envolvendo engenharia geotécnica. Este trabalho é resultado de parte destes estudos, onde algumas das potencialidades do uso das redes neurais em geotecnia podem ser observadas. São apresentadas três apli

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33

LIGOCKI, LARYSSA PETRY. "GEOTECHNICAL BEHAVIOR OF CURUÁ-UNA DAM, PARÁ." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2003. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3969@1.

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CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO<br>O comportamento geotécnico da barragem de Curuá-Una, Pará, foi estudado devido à importância que a barragem representa para a Região Norte do Brasil. A usina hidrelétrica de Curuá-Una, inaugurada em 1977, está localizada na Amazônia, próxima à cidade de Santarém. O estudo englobou a avaliação das condições atuais de operação e a previsão de desempenho após uma possível elevação de 1,5m do nível do reservatório, com e sem alteamento simultâneo da crista da barragem. A elevação do nível do reservatório possibilitaria o aume

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34

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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35

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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36

Botusharova, Stefani. "Self-healing geotechnical structures via microbial action." Thesis, Cardiff University, 2017. http://orca.cf.ac.uk/108519/.

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Recent years have seen the growing interest in the novel field of biogeotechnologies. Of particular interest to researchers has been the microbially induced calcium carbonate precipitation (MICP) for geotechnical (stabilisation of soils) and geoenvironmental (immobilisation of contaminants) applications. The MICP process results in the formation of a brittle monolith from sand cemented by the microbial calcium carbonate which will, however, be subjected to chemical and physical deterioration over time. This will bring the need for repair of the earth structure which can be highly difficult and

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37

Bryant, Lee Davis. "Geotechnical Problems with Pyritic Rock and Soil." Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/33060.

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Oxidation of pyrite can significantly affect properties and the behavior of soil and rock in civil construction. Problems with pyritic rock and soil extend globally and across many disciplines. Consequences of pyrite oxidation include heave, concrete degradation, steel corrosion, environmental damage, acid mine drainage, and accelerated weathering of rock with concomitant effects on strength and stability. Affected disciplines include soil science, mining, engineering geology, geochemistry, environmental engineering, and geotechnical engineering. <p> While pyrite problems may be well known i

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38

Pedro, Antonio. "Geotechnical investigation of Ivens Shaft in Lisbon." Thesis, Imperial College London, 2013. http://hdl.handle.net/10044/1/18037.

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Construction of underground structures in urban areas requires a detailed assessment of the associated movements imposed on adjacent structures and services and in particular of any damage that may be caused. The most efficient way of investigating these issues is through the application of advanced numerical analysis, using for instance the finite element method. However, for a useful analysis to be performed, a high quality ground investigation must be conducted in order to derive the necessary soil parameters for numerical modelling. This thesis focuses particularly on the case study of the

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39

Collins, Paul S. (Paul Steves) Carleton University Dissertation Engineering Civil and Environmental. "Geotechnical properties of sand/lightweight aggregate mixtures." Ottawa, 1997.

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40

Lee, Su Gon. "Weathering and geotechnical characterization of Korean granites." Thesis, Online version, 1987. http://ethos.bl.uk/OrderDetails.do?did=1&uin=uk.bl.ethos.362397.

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41

Kobayashi, Shun-ichi. "Limit and Shakedown Design in Geotechnical Engineering." 京都大学 (Kyoto University), 2004. http://hdl.handle.net/2433/148311.

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42

Upsall, Sarah Beth. "Instrumental intensity scales for geotechnical and structural damage /." Thesis, Connect to this title online; UW restricted, 2006. http://hdl.handle.net/1773/10191.

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43

Wan, Richard. "Finite element implementation of some conventional geotechnical problems." Thesis, University of Ottawa (Canada), 1985. http://hdl.handle.net/10393/4576.

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44

Bao, Yu. "A Biot formulation for geotechnical earthquake engineering applications." Diss., Connect to online resource, 2006. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:3219029.

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45

Hingston, Egerton Daniel Christian. "Geotechnical uncertainty in the evaluation of landslide hazards." Thesis, University of Leeds, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.502775.

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46

Pryor, Jacqueline. "Earthwork maintenance : a geotechnical database and predictive model." Thesis, Cardiff University, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.266614.

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47

RIBEIRO, ROMULO CASTELLO HENRIQUES. "APLICATIONS OF PROBABILITY AND STATISTICS IN GEOTECHNICAL ANALYSES." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2008. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12963@1.

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CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO<br>Em análises geotécnicas, previsões de deformações ou de fatores de segurança são desenvolvidas com base em métodos determinísticos, que admitem como fixos e conhecidos os parâmetros do solo ou da rocha. Entretanto, tais previsões são afetadas por incertezas provenientes da impossibilidade de reprodução das condições de campo em laboratório, da perturbação do solo devida à instalação de instrumentos, das ocorrências geomecânicas não detectadas durante a campanha de sondagens, da variabilidade inerente ao maciço, entre outra

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48

Mohamad, Hisham. "Distributed optical fibre strain sensing of geotechnical structures." Thesis, University of Cambridge, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.612416.

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49

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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50

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

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