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Artykuły w czasopismach na temat "Foundation design"
Mukhamejanova, Assel, Kalamkas Abdrakhmanova, Shamshygaiyn Toleubayeva i Aigul Kozhas. "Foundation for waterlogged bases with conical void design". Technobius 3, nr 1 (19.02.2023): 0031. http://dx.doi.org/10.54355/tbus/3.1.2023.0031.
Pełny tekst źródłaSamorodov, O., O. Krotov, V. Mitinskiy i I. Khrapatova. "A STRIP FOUNDATION WITH A LONGITUDINAL CUT-OUT IN THE BOTTOM OF A MASSIVE RETAINING WALL". Mechanics And Mathematical Methods 5, nr 1 (30.06.2023): 33–43. http://dx.doi.org/10.31650/2618-0650-2023-5-1-33-43.
Pełny tekst źródłaHassan, Osama A. B. "Effect of foundation designs of passive house on the thermal bridges at the ground". Journal of Engineering, Design and Technology 14, nr 3 (4.07.2016): 602–13. http://dx.doi.org/10.1108/jedt-09-2014-0059.
Pełny tekst źródłaDeng, Geng Qing, i Rong Wang. "Foundation Design for Reciprocating Compressor". Applied Mechanics and Materials 190-191 (lipiec 2012): 1282–85. http://dx.doi.org/10.4028/www.scientific.net/amm.190-191.1282.
Pełny tekst źródłaSugimura, Yoshihiro. "Japan's foundation design guide". Batiment International, Building Research and Practice 16, nr 2 (styczeń 1988): 109–21. http://dx.doi.org/10.1080/01823328808726876.
Pełny tekst źródłaDas, Braja M. "Tall building foundation design". International Journal of Geotechnical Engineering 14, nr 1 (12.10.2017): 128. http://dx.doi.org/10.1080/19386362.2017.1386433.
Pełny tekst źródłaWu, Er Jun, i Wei Jiang. "Analysis on Contact Pressure Distribution and Design Model of Foundation Reinforcement". Advanced Materials Research 368-373 (październik 2011): 1402–6. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.1402.
Pełny tekst źródłaInzhutov, Ivan, Victor Zhadanov, Maxim Semenov, Sergei Amelchugov, Alexey Klimov, Peter Melnikov i Nadezhda Klinduh. "A comparative analysis of foundation design solutions on permafrost soils". E3S Web of Conferences 110 (2019): 01019. http://dx.doi.org/10.1051/e3sconf/201911001019.
Pełny tekst źródłaNaghibi, Farzaneh, Gordon A. Fenton i D. V. Griffiths. "Probabilistic considerations for the design of deep foundations against excessive differential settlement". Canadian Geotechnical Journal 53, nr 7 (lipiec 2016): 1167–75. http://dx.doi.org/10.1139/cgj-2015-0194.
Pełny tekst źródłaZhanabayeva, Assel, Nazerke Sagidullina, Jong Kim, Alfrendo Satyanaga, Deuckhang Lee i Sung-Woo Moon. "Comparative Analysis of Kazakhstani and European Design Specifications: Raft Foundation, Pile Foundation, and Piled Raft Foundation". Applied Sciences 11, nr 7 (31.03.2021): 3099. http://dx.doi.org/10.3390/app11073099.
Pełny tekst źródłaRozprawy doktorskie na temat "Foundation design"
Wong, King Cheong. "Expert systems for foundation design". Thesis, The University of Sydney, 1990. https://hdl.handle.net/2123/26306.
Pełny tekst źródłaChavez, Jose O. "Notes on foundation engineering". Thesis, Kansas State University, 1985. http://hdl.handle.net/2097/9827.
Pełny tekst źródłaBuwert, Peter. "Ethical design : a foundation for visual communication". Thesis, Robert Gordon University, 2016. http://hdl.handle.net/10059/1577.
Pełny tekst źródłaEslaamizaad, Soheil. "Site characterization and foundation design in sands". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq22980.pdf.
Pełny tekst źródłaBORGA, PAULA CECILIA. "DESIGN PARAMETER FOR EVALUATION OF PILE FOUNDATION". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2001. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2037@1.
Pełny tekst źródłaOs projetos de capacidade de suporte de estacas estão baseados em dados de ensaio de campo de maneira direta ou indireta. Devido a sua praticidade, os métodos empíricos são amplamente utilizados. No Brasil os métodos de Decourt e Quaresma (1978, 1982) e de Aoki e Velloso (1975) se destacam. Este trabalho procura avaliar o uso de dados de SPT e CPT para estimativa de parâmetros geotécnicos necessários na previsão de capacidade de suporte de estacas através de métodos teóricos. São apresentadas e avaliadas formulações empíricas de estimativa de parâmetros para materiais granulares e materiais argilosos. Outro elemento importante na previsão da capacidade de suporte é o estado de tensões atuante em torno da estaca que é analisado através de considerações a respeito do coeficiente de empuxo. Finalmente, são mostrados alguns resultados de provas de carga para a análise da seleção de parâmetros e do estado de tensões, além de uma avaliação dos métodos empíricos de previsão de capacidade de suporte.
The main objective of this thesis is to discuss the applicability of in-situ tests like the Standard Penetration Test (SPT) and the Cone Penetration Test (CPT) to determine directly the design parameters to predict the bearing capacity of pile foundations. In case it will be considered the use of empirical correlation to indicate the mechanical properties of the soil in terms of shear resistance, and the application of these values directly in the classic formulation based on the theory of equilibrium limit to evaluate distinctly the shaft and the base resistance of piles. Adaptations of these values will be proceeded considering aspects related with the non-linear behavior of the soil; the mechanism of load transfer and the influence of the constructive aspects.The results obtained through this new methodology will be compared with experimental results, obtained from static and dynamic load tests and also with other empiric procedures that use the results obtained from in-situ tests to evaluate directly the bearing capacity of deep foundations.
Thompson, Stephanie C. "Rational design theory: a decision-based foundation for studying design methods". Diss., Georgia Institute of Technology, 2011. http://hdl.handle.net/1853/39490.
Pełny tekst źródłaHammond, Alisha M. "Establishing a quantitative foundation for exactly constrained design /". Diss., CLICK HERE for online access, 2004. http://contentdm.lib.byu.edu/ETD/image/etd326.pdf.
Pełny tekst źródłaVELOZO, LILIANE TOJEIRA. "METHODIZATION OF TRANSMISSION LINE FOUNDATION - STUDY AND DESIGN". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2010. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=16178@1.
Pełny tekst źródłaCONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
As fundações dos elementos de apoio de uma linha aérea de transmissão de energia elétrica situam-se ao longo de extensos traçados, onde diferentes condições de apoio para as estruturas são encontradas em razão da variação natural dos horizontes. Tal configuração pode levar alternativamente a se programarem estudos e sondagens especiais em cada local de suporte, fazendo crescer os custos e prazos de projeto, ou ao contrário, reduzindo drasticamente a investigação, com prejuízos evidentes ao planejamento, execução e economia da obra de implantação da linha de transmissão. Dessa maneira, são organizados e propostos procedimentos para avaliação do terreno segundo as suas orografia, hidrografia, geologia e pedologia e do ambiente atmosférico local, cujas manifestações são capazes de impor severas solicitações às torres e, indiretamente, às fundações. É eleita a região da bacia do rio da Prata para constituir o grande cenário do estudo, quer pela abundância de dados e informações disponíveis sobre linhas de transmissão já em carga, ou ainda em construção, nessa região. Assim sendo, desenvolve-se uma metodização para orientar o estudo dessas fundações, considerando o conjunto torre x terreno x fundação e buscando soluções técnicas convenientes e economicamente aceitáveis, atendendo assim ao binário desempenho-custo. Para as torres são considerados os modelos auto-suportados e estaiados, o terreno é variado entre algumas categorias identificadas na região e as fundações são representadas pelas superficiais, em sapatas, e pelas profundas do tipo tubulão. Buscando, ainda, auxiliar no aprimoramento dos projetos de fundações para suportes de linhas de transmissão, é desenvolvido um estudo de confiabilidade estrutural tendo como modelo algumas das fundações pré-selecionadas para a metodização primariamente desenvolvida. São determinadas as probabilidades de falha dessas fundações através do programa FERUM e, a partir do levantamento dos prejuízos financeiros causados pela falha desses elementos, determina-se o risco de falha. Por último, é desenvolvido um estudo paramétrico para avaliar a influência do projeto de fundação, do tipo de solo e da velocidade de vento sobre a probabilidade de falha.
The transmission line tower foundations are executed following extensive paths, where different structural foundation conditions are found, in reason of natural horizontal ground layer variations. Then, one may alternatively to schedule and to execute special and specific studies or, conversely, to substantially reduce the geothecnical investigation, with sensible economical loses in the transmission line design and behavior. In such way, a methodology is proposed to evaluate conveniently the site according to its geology, orography , hydrography and pedology as well to related atmospheric local manifestations, able to submit severe mechanical solicitations to the towers and their foundations. In this way, one proposes a methodology to govern the study of these foundations, considering the tower x site x foundation relations and searching for convenient technical and acceptable economical solutions. Guyed and self-supported models are considered for towers, and the foundations are represented by footings, as the superficial type, and piers, as the deep type. The rio do Prata basin is chosen to constitute the large scenery of the study, because its abundant available data concerned to already operational transmission lines, or still under design and construction ones. Moreover, seeking the improvement of the tower foundation design a study based on structural reliability is developed considering some foundation models selected as mentioned above. Foundation failure probabilities are determined by the FERUM computational program and the risk of failure is obtained from economical damages caused by foundation failures. In the last, a parametric study is developed to evaluate how does the failure probability behave according to variations in the foundation soil, wind velocity and footing dimensions and depth.
Hammond, Alisha M. "Establishing A Quantitative Foundation for Exactly Constrained Design". BYU ScholarsArchive, 2003. https://scholarsarchive.byu.edu/etd/115.
Pełny tekst źródłaEdwards, Jonathan Paul. "Laboratory characterisation of pavement foundation materials". Thesis, Loughborough University, 2007. https://dspace.lboro.ac.uk/2134/3067.
Pełny tekst źródłaKsiążki na temat "Foundation design"
Kameswara Rao, N. S. V. Foundation Design. Chichester, UK: John Wiley & Sons, Ltd, 2010. http://dx.doi.org/10.1002/9780470825365.
Pełny tekst źródłaFoundation design. London: Architectural Press, 1986.
Znajdź pełny tekst źródłaBhangal, Sham, i Tomasz Jankowski. Foundation Web Design. Berkeley, CA: Apress, 2003. http://dx.doi.org/10.1007/978-1-4302-5231-3.
Pełny tekst źródłaFoundation Design Studio. Berlin: E. Wasmuth, 2010.
Znajdź pełny tekst źródłaTomlinson, M. J. Foundation design and construction. Wyd. 5. Harlow: ELBS with Longman, 1992.
Znajdź pełny tekst źródłaR, Boorman, red. Foundation design and construction. Wyd. 7. Harlow: Prentice Hall, 2001.
Znajdź pełny tekst źródłaR, Boorman, red. Foundation design and construction. Wyd. 5. Burnt Mill, Harlow, Essex, England: Longman Scientific & Technical, 1986.
Znajdź pełny tekst źródłaPoulos, Harry G. Tall Building Foundation Design. Boca Raton : CRC Press, [2017]: CRC Press, 2017. http://dx.doi.org/10.1201/9781315156071.
Pełny tekst źródłaTomlinson, M. J. Foundation design and construction. London: Longman, 1986.
Znajdź pełny tekst źródłaFoundation analysis and design. Wyd. 4. New York: McGraw-Hill, 1988.
Znajdź pełny tekst źródłaCzęści książek na temat "Foundation design"
Hulse, R., i W. H. Mosley. "Foundation Design". W Reinforced Concrete Design by Computer, 186–216. London: Macmillan Education UK, 1986. http://dx.doi.org/10.1007/978-1-349-18930-4_6.
Pełny tekst źródłaSalgado, Rodrigo. "Foundation design". W The Engineering of Foundations, Slopes and Retaining Structures, 19–60. Wyd. 2. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/b22079-2.
Pełny tekst źródłaSalgado, Rodrigo. "Shallow foundation design". W The Engineering of Foundations, Slopes and Retaining Structures, 509–42. Wyd. 2. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/b22079-11.
Pełny tekst źródłaBhangal, Sham, i Tomasz Jankowski. "Introducing Web Design". W Foundation Web Design, 7–22. Berkeley, CA: Apress, 2003. http://dx.doi.org/10.1007/978-1-4302-5231-3_2.
Pełny tekst źródłaMebberson, Scott, i Steve Webster. "Interface design". W Foundation Flash MX Applications, 453–533. Berkeley, CA: Apress, 2003. http://dx.doi.org/10.1007/978-1-4302-5211-5_11.
Pełny tekst źródłaStazicker, Anne, i Nancy Woods. "Syllabus design". W Teaching International Foundation Year, 20–40. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003253624-2.
Pełny tekst źródłaWarren, Dene R. "Foundation Construction and Design". W Civil Engineering Construction Design and Management, 120–64. London: Macmillan Education UK, 1996. http://dx.doi.org/10.1007/978-1-349-13727-5_6.
Pełny tekst źródłaOu, Chang-Yu, Kuo-Hsin Yang, Fuchen Teng, Jiunn-Shyang Chiou, Chih-Wei Lu, An-Jui Li, Jianye Ching i Jui-Tang Liao. "Principles of foundation design". W Fundamentals of Foundation Engineering, 51–89. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003350019-2.
Pełny tekst źródłaBhangal, Sham, i Tomasz Jankowski. "Introduction". W Foundation Web Design, 1–5. Berkeley, CA: Apress, 2003. http://dx.doi.org/10.1007/978-1-4302-5231-3_1.
Pełny tekst źródłaBhangal, Sham, i Tomasz Jankowski. "Special Image Features". W Foundation Web Design, 265–87. Berkeley, CA: Apress, 2003. http://dx.doi.org/10.1007/978-1-4302-5231-3_10.
Pełny tekst źródłaStreszczenia konferencji na temat "Foundation design"
Andersen, Knut H., i Hans Petter Jostad. "Foundation Design of Skirted Foundations and Anchors in Clay". W Offshore Technology Conference. Offshore Technology Conference, 1999. http://dx.doi.org/10.4043/10824-ms.
Pełny tekst źródłaCunningham, Seth, Benjamin A. White i Nathan W. Poerner. "Combining FEA and Field Measurement Techniques for Dynamic Machinery Foundation Design". W ASME 2019 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/imece2019-11846.
Pełny tekst źródłada Silva Araújo, Suélio, i Luciano Lins Vieira. "Foundation - Shoes Structural Design". W IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.2250.
Pełny tekst źródłaHossain, M. Kabir, Han Shi, Basel Abdalla i Markella K. Spari. "Understanding Hybrid Subsea Foundation Design". W ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/omae2015-42214.
Pełny tekst źródłaFu, Katherine K., Maria C. Yang i Kristin L. Wood. "Design Principles: The Foundation of Design". W ASME 2015 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/detc2015-46157.
Pełny tekst źródłaDeeks, Andrew, Hongjie Zhou, Henry Krisdani, Fraser Bransby i Phil Watson. "Design of Direct On-Seabed Sliding Foundations". W ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-24393.
Pełny tekst źródłaKoboevic, Sanda, Angel Reyes-Fernandez, Usthanthan Murugananthan i Lydell Wiebe. "STRATEGIES FOR SEISMIC DESIGN OF SHALLOW FOUNDATIONS FOR STEEL BUILDING STRUCTURES". W 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.118.
Pełny tekst źródłaPoulos, Harry G. "Foundation Design for Tall Buildings". W GeoCongress 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412138.0028.
Pełny tekst źródłaFenton, Gordon A., i D. V. Griffiths. "Reliability-Based Deep Foundation Design". W Geo-Denver 2007. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40914(233)1.
Pełny tekst źródłaWidianto, Glenn Heilenman, Jerry Owen i Javier Fente. "Foundation Design for Frost Heave". W 14th Conference on Cold Regions Engineering. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41072(359)58.
Pełny tekst źródłaRaporty organizacyjne na temat "Foundation design"
Carmody, John, Garrett Mosiman, Daniel Handeen, Patrick Huelman i Jeffery Christian. Foundation Design Handbook. Office of Scientific and Technical Information (OSTI), październik 2013. http://dx.doi.org/10.2172/1125016.
Pełny tekst źródłaHan, Fei, Monica Prezzi, Rodrigo Salgado, Mehdi Marashi, Timothy Wells i Mir Zaheer. Verification of Bridge Foundation Design Assumptions and Calculations. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317084.
Pełny tekst źródłaSmalley, A. J., i P. J. Pantermuehl. TR-97-2 Foundation Guidelines. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), styczeń 1997. http://dx.doi.org/10.55274/r0011730.
Pełny tekst źródłaSakleshpur, Venkata A., Monica Prezzi, Rodrigo Salgado i Mir Zaheer. CPT-Based Geotechnical Design Manual, Volume 2: CPT-Based Design of Foundations—Methods. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317347.
Pełny tekst źródłaSakleshpur, Venkata A., Monica Prezzi, Rodrigo Salgado i Mir Zaheer. CPT-Based Geotechnical Design Manual, Volume 3: CPT-Based Design of Foundations—Example Problems. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317348.
Pełny tekst źródłaPage, Gregory, Chris Bovias, Michael Selig i Stephen Brock. 2000/01 AIAA Foundation Cessna/ONR Student Design/Build/Fly Competition Proposal Phase Design Report. Fort Belvoir, VA: Defense Technical Information Center, marzec 2001. http://dx.doi.org/10.21236/ada389854.
Pełny tekst źródłaCastleman, Albert. Cluster Dynamics: Laying the Foundation for Tailoring the Design of Cluster ASSE. Fort Belvoir, VA: Defense Technical Information Center, luty 2016. http://dx.doi.org/10.21236/ad1004772.
Pełny tekst źródłaFleischman, Robert. Seismic Design Methodology Document for Precast Concrete Diaphragms. Precast/Prestressed Concrete Institute, 2014. http://dx.doi.org/10.15554/pci.rr.seis-023.
Pełny tekst źródłaNiazi, Fawad. CPT-Based Geotechnical Design Manual, Volume 1: CPT Interpretation—Estimation of Soil Properties. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317346.
Pełny tekst źródłaQamhia, Issam, i Erol Tutumluer. Evaluation of Geosynthetics Use in Pavement Foundation Layers and Their Effects on Design Methods. Illinois Center for Transportation, sierpień 2021. http://dx.doi.org/10.36501/0197-9191/21-025.
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