Relevant bibliographies by topics / Foundation design

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Foundation design'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Foundation design"

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Samorodov, O., O. Krotov, V. Mitinskiy, and I. Khrapatova. "A STRIP FOUNDATION WITH A LONGITUDINAL CUT-OUT IN THE BOTTOM OF A MASSIVE RETAINING WALL." Mechanics And Mathematical Methods 5, no. 1 (2023): 33–43. http://dx.doi.org/10.31650/2618-0650-2023-5-1-33-43.

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The paper analyzes the designs of traditional strip foundations with a flat bottom, the load from which causes the plane strain stress state of the soil base, and other variations of conventionally strip (continuous) foundations, which due to their shape (configuration) of the contact area with the base change its stress state, which enables designing more sustainable foundations for continuous buildings and structures. Proceeding from the solutions to the mixed problem of the theory of elasticity and plasticity using the Mohr-Coulomb criterion strength criterion, analytical studies of the dev
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Mukhamejanova, Assel, Kalamkas Abdrakhmanova, Shamshygaiyn Toleubayeva, and Aigul Kozhas. "Foundation for waterlogged bases with conical void design." Technobius 3, no. 1 (2023): 0031. http://dx.doi.org/10.54355/tbus/3.1.2023.0031.

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The article presents hollow foundations that play a multifunctional role: drainage to accelerate the process of consolidation of weak water-saturated cohesive foundation soils, drainage in case of obvious underflooding, anti-barrage in case of latent underflooding, as well as compensating for possible swelling or frost heaving of the clay soils. The adopted design solution makes it possible to transfer the load from the foundation to the soil foundation that includes loose cavity filling material through a more developed support area than a foundation with a flat footing. Unlike the solid foun
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DEMİRCİ, Hasan Emre. "Geotechnical Preliminary Design of Onshore Wind Turbine Foundations." Erzincan Üniversitesi Fen Bilimleri Enstitüsü Dergisi 16, no. 3 (2023): 756–81. http://dx.doi.org/10.18185/erzifbed.1306867.

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A simplified geotechnical design procedure for foundations of onshore wind turbines is often beneficial because it can provide the types and sizes of foundations required to perform financial feasibility analysis of a project, and can also be used for preliminary design. This study presents a simplified method for designing onshore gravity-based foundations based on limited required data, namely, loads acting on foundations, data provided by manufacturers, and soil properties. The detailed design issues that may be essential for the final design are also discussed. A flowchart of the design pr
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Zhu, Shezhou, Xu Li, Yi Li, Hemei Sun, and Xin Kang. "Thermo-Mechanically Coupled Settlement and Temperature Response of a Composite Foundation in Complex Geological Conditions for Molten Salt Tank in Tower Solar Plants." Processes 12, no. 11 (2024): 2602. http://dx.doi.org/10.3390/pr12112602.

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The degradation of complex geological structures due to thermo-mechanical cycling results in a reduction in bearing capacity, which can readily induce engineering issues such as uneven settlement, cracking, and even the destabilization of the foundations of molten salt storage tanks. This study establishes a foundational model for a molten salt storage tank through the use of COMSOL Multiphysics and conducts a numerical simulation analysis to evaluate the settlement deformation and temperature distribution of the foundation under the influence of thermo-mechanical coupling. Concurrently, the r
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Hassan, Osama A. B. "Effect of foundation designs of passive house on the thermal bridges at the ground." Journal of Engineering, Design and Technology 14, no. 3 (2016): 602–13. http://dx.doi.org/10.1108/jedt-09-2014-0059.

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Purpose This paper aims to understand the effect of different foundation designs of passive house on the resultant thermal bridges, at the junction between a wall and a slab on grade. Design/methodology/approach The linear thermal transmittances of some newly developed foundations of passive house are determined. The investigated foundation designs are L-element, U-element and foundation with foam glass technique. Findings It is found that the special design of passive house foundation can considerably influence the heat flow through thermal bridges. In this context, it is proposed a new found
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Salih, Salah M. "Suggesting Some Criteria for The Foundations of Oil Tanks." Journal of Petroleum Research and Studies 15, no. 2 (2025): 195–211. https://doi.org/10.52716/jprs.v15i2.952.

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The tank foundation serves as a support base for oil tanks, ensuring their stability by withstanding the tank's weight. Foundation failure commonly occurs when it cannot support the tank's weight or when the soil's bearing capacity cannot resist the stress imposed by the tank and its foundation. This study aims to ensure the stability of the tank-foundation system by selecting an appropriate foundation system that considers the soil's bearing capacity. The deformation behavior of slab-foundations for tank foundations under different conditions, with the objective of determining the optimal des
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Sugimura, Yoshihiro. "Japan's foundation design guide." Batiment International, Building Research and Practice 16, no. 2 (1988): 109–21. http://dx.doi.org/10.1080/01823328808726876.

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Das, Braja M. "Tall building foundation design." International Journal of Geotechnical Engineering 14, no. 1 (2017): 128. http://dx.doi.org/10.1080/19386362.2017.1386433.

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Deng, Geng Qing, and Rong Wang. "Foundation Design for Reciprocating Compressor." Applied Mechanics and Materials 190-191 (July 2012): 1282–85. http://dx.doi.org/10.4028/www.scientific.net/amm.190-191.1282.

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The problem of the foundation design of the reciprocation compressor with four cylinders is investigated. Some useful terms are retained, which include possible vibration modes, fatigue failures, environmental demands etc. The selection foundations are typical and commonly used in many industry plants. Cross references have been made to other parts of the paper at each design step in order to illustrate the utilization of previously derived formulae.
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Malik, Syarif Abdillah, Rusliansyah Rusliansyah, and Muhammad Afief Ma’ruf. "INTEGRATED LABORATORY BUILDING FOUNDATION DESIGN OF LAMBUNG MANGKURAT UNIVERSITY IN BANJARBARU." CERUCUK 8, no. 3 (2024): 95. https://doi.org/10.20527/crc.v8i3.13397.

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ABSTRACT In planning a building construction, one of the aspects that What must beconsidered is the characteristics of the soil where the building will be erected, which willplay a role in supporting the structure.The foundation is a part of construction engineeringthat functions as a medium for channeling the load of the superstructure to the subsoilbeneath it. Types of foundations are generally divided into two categories, namely,shallow foundations and deep foundations. Shallow foundation is chosen if thecharacteristics of the soil right under the building are categorized as hard soil.In ge
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Dissertations / Theses on the topic "Foundation design"

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Wong, King Cheong. "Expert systems for foundation design." Thesis, The University of Sydney, 1990. https://hdl.handle.net/2123/26306.

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Expert system technology has been brought from Artificial Intelligence research laboratories to the real world over the last decade. However, to date, there are few expert systems that have been developed for foundation design work. The problems are due to technical and psychological factors and are similiar to those when computers were firstly introduced. In this thesis, the difficulties of building expert systems for foundation engineering application are identified. The work in this thesis is an attempt to study the applicability of expert systems to foundation design and find solutions
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Chavez, Jose O. "Notes on foundation engineering." Thesis, Kansas State University, 1985. http://hdl.handle.net/2097/9827.

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Buwert, Peter. "Ethical design : a foundation for visual communication." Thesis, Robert Gordon University, 2016. http://hdl.handle.net/10059/1577.

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The central original contribution to knowledge proposed by this thesis is the setting forth of a conceptualisation of ethical theory specifically in relation to design, with a focus on visual communication design. Building on earlier work by design theorist Clive Dilnot in the area of design ethics and on philosopher Giorgio Agamben’s formulation of the philosophical concept of potentiality, a way of thinking about the relationship between design and ethics is proposed which concludes that design is in fact always inherently ethical. However, this conception of ethical design purposefully leav
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Eslaamizaad, 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.

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BORGA, 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.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>Os 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 empíri
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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.

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While design theories provide a foundation for representing and reasoning about design methods, existing design theories do not explicitly include uncertainty considerations or recognize tradeoffs between the design artifact and the design process. These limitations prevent the existing theories from adequately describing and explaining observed or proposed design methods. In this thesis, Rational Design Theory is introduced as a normative theoretical framework for evaluating prescriptive design methods. This new theory is based on a two-level perspective of design decisions in which the inte
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Hammond, 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.

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VELOZO, 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.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO<br>CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO<br>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
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Hammond, Alisha M. "Establishing A Quantitative Foundation for Exactly Constrained Design." BYU ScholarsArchive, 2003. https://scholarsarchive.byu.edu/etd/115.

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Exactly constrained (EC) design is a robust design method which can be used for mechanical assemblies. It entails using the minimum number of constraints to eliminate all desired motion. While found by some engineers in industry to have many benefits (including robust assembly, no binding or play, ease of assembly, and the ability to tolerate the wear of parts), EC designs remain somewhat unrecognized by academia. One reason for this minimal exposure may be the lack of a quantitative foundation for such designs. This thesis describes the history and current background for EC designs, and
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Edwards, Jonathan Paul. "Laboratory characterisation of pavement foundation materials." Thesis, Loughborough University, 2007. https://dspace.lboro.ac.uk/2134/3067.

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Pavement foundations for major roads in the UK were historically designed on an empirical basis, related to a single design chart, restricting the incorporation of superior performing materials or materials for which the empirical data sets were not available. The adoption of performance based specifications was promoted as they are perceived to 'open up' the use of alternative materials (including 'local' sources of primary materials) or techniques, and allow for the incorporation of superior performance into the overall pavement design. Parallel developments to the performance based design o
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Books on the topic "Foundation design"

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Kameswara Rao, N. S. V. Foundation Design. John Wiley & Sons, Ltd, 2010. http://dx.doi.org/10.1002/9780470825365.

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Bhangal, Sham, and Tomasz Jankowski. Foundation Web Design. Apress, 2003. http://dx.doi.org/10.1007/978-1-4302-5231-3.

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R, Boorman, ed. Foundation design and construction. 5th ed. Longman Scientific & Technical, 1986.

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Tomlinson, M. J. Foundation design and construction. 5th ed. ELBS with Longman, 1992.

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Poulos, Harry G. Tall Building Foundation Design. CRC Press, 2017. http://dx.doi.org/10.1201/9781315156071.

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Tomlinson, M. J. Foundation design and construction. Longman, 1986.

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Berlinov, M. Foundation analysis and design. Mir, 1990.

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Bowles, Joseph E. Foundation analysis and design. 5th ed. McGraw-Hill, 1996.

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Tomlinson, M. J. Foundation design and construction. 5th ed. Longman, 1986.

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Odeh, A. Computer aided foundation design. North East London Polytechnic, 1985.

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Book chapters on the topic "Foundation design"

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Hulse, R., and W. H. Mosley. "Foundation Design." In Reinforced Concrete Design by Computer. Macmillan Education UK, 1986. http://dx.doi.org/10.1007/978-1-349-18930-4_6.

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Salgado, Rodrigo. "Foundation design." In The Engineering of Foundations, Slopes and Retaining Structures, 2nd ed. CRC Press, 2022. http://dx.doi.org/10.1201/b22079-2.

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Ghosh, Somnath, and Khushal Ghosh. "Design of Foundation." In Reinforced Concrete Design. CRC Press, 2024. http://dx.doi.org/10.1201/9781003208204-11.

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Salgado, Rodrigo. "Shallow foundation design." In The Engineering of Foundations, Slopes and Retaining Structures, 2nd ed. CRC Press, 2022. http://dx.doi.org/10.1201/b22079-11.

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Coney, Paul, Peter Gilbert, and Alice Duley. "Pavement foundation design." In ICE Manual of Geotechnical Engineering, Second edition, Volume II. Emerald Publishing Limited, 2023. http://dx.doi.org/10.1680/icemge.66830.1251.

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O'Brien, Tony, John B. Burland, and Imran Farooq. "Foundation design decisions." In ICE Manual of Geotechnical Engineering, Second edition, Volume I. Emerald Publishing Limited, 2023. http://dx.doi.org/10.1680/icemge.66816.0085.

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Bhangal, Sham, and Tomasz Jankowski. "Introducing Web Design." In Foundation Web Design. Apress, 2003. http://dx.doi.org/10.1007/978-1-4302-5231-3_2.

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Mebberson, Scott, and Steve Webster. "Interface design." In Foundation Flash MX Applications. Apress, 2003. http://dx.doi.org/10.1007/978-1-4302-5211-5_11.

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Stazicker, Anne, and Nancy Woods. "Syllabus design." In Teaching International Foundation Year. Routledge, 2022. http://dx.doi.org/10.4324/9781003253624-2.

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Bhangal, Sham, and Tomasz Jankowski. "Introduction." In Foundation Web Design. Apress, 2003. http://dx.doi.org/10.1007/978-1-4302-5231-3_1.

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Conference papers on the topic "Foundation design"

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Chrysos, Grigorios. "Architecture Design: From Neural Networks to Foundation Models." In 2024 IEEE 11th International Conference on Data Science and Advanced Analytics (DSAA). IEEE, 2024. http://dx.doi.org/10.1109/dsaa61799.2024.10722783.

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Andersen, Knut H., and Hans Petter Jostad. "Foundation Design of Skirted Foundations and Anchors in Clay." In Offshore Technology Conference. Offshore Technology Conference, 1999. http://dx.doi.org/10.4043/10824-ms.

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Cunningham, Seth, Benjamin A. White, and Nathan W. Poerner. "Combining FEA and Field Measurement Techniques for Dynamic Machinery Foundation Design." In ASME 2019 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/imece2019-11846.

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Abstract Proper foundation design is an essential component in the design process of many types of rotating machinery. Most foundations are designed for static loading, however dynamic foundation design is often overlooked or considered a secondary check. Failing to consider the dynamics of the foundation during the design phase can result in excessive machinery vibrations resulting in failures, forced shutdowns, and expensive in-situ repairs. Foundation dynamics are commonly assessed using finite element analysis (FEA) during the design phase with modal and forced response analyses; however t
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da Silva Araújo, Suélio, and Luciano Lins Vieira. "Foundation - Shoes Structural Design." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.2250.

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Hossain, M. Kabir, Han Shi, Basel Abdalla, and Markella K. Spari. "Understanding Hybrid Subsea Foundation Design." In 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.

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Hybrid subsea foundations (HSF) are combined foundation systems of mudmats and piles. The primary motivation of combining these two foundation types is to provide greater resistance to large horizontal loads in addition to vertical loads, for which use of mudmats alone will require it to be of impractically large size. The contribution from the piles in the lateral capacity helps to limit the size of the mudmat, which is critical in subsea environment. In a brownfield situation, this is sometimes a hard limit with only limited space available to place a new mudmat in the existing field layout.
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Koboevic, Sanda, and Bardia Ramin Afshar. "THE EFFECTS OF SOIL-STRUCTURE INTERACTION ON THE SEISMIC DESIGN OF SHALLOW FOUNDATIONS FOR EBFs." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.125.

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"Past research has demonstrated that foundation rocking, can reduce demands on the superstructure by dissipating a portion of earthquake energy through soil-structure interaction (SSI). Canadian seismic provisions allow two approaches for foundation design: capacity-protected (CP) and non-capacity-protected (NCP). CP foundations are designed to fully develop the resistance of the seismic force-resisting system (SFRS), thereby concentrating inelastic activity within the superstructure. In contrast, NCP foundations are designed to develop only a partial capacity of the SFRS, leading to foundatio
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Fu, Katherine K., Maria C. Yang, and Kristin L. Wood. "Design Principles: The Foundation of Design." In 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.

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Design principles are created to codify and formalize design knowledge so that innovative, archival practices may be communicated and used to advance design science and solve future design problems, especially the pinnacle, wicked, and grand-challenge problems that face the world and cross-cutting markets. Principles are part of a family of knowledge explication, which also include guidelines, heuristics, rules of thumb, and strategic constructs. Definitions including a range of explications are explored from a number of seminal papers. Based on this analysis, the authors pose formalized defin
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Koboevic, Sanda, Angel Reyes-Fernandez, Usthanthan Murugananthan, and Lydell Wiebe. "STRATEGIES FOR SEISMIC DESIGN OF SHALLOW FOUNDATIONS FOR STEEL BUILDING STRUCTURES." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.118.

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Canadian provisions allow two alternatives for the seismic design of foundations: capacity-protected (CP) and not capacity-protected (NCP). CP foundations should develop the full resistance of seismic force resisting system (SFRS) and are favoured whenever possible. With such foundations the inelastic activity occurs predominantly in the superstructure, unexpectedly high seismic demands are better managed and the global system deformations are not increased significantly by foundation rotations. NCP foundations develop a partial capacity of the SFRS. Being weaker than the SFRS, such foundation
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Deeks, Andrew, Hongjie Zhou, Henry Krisdani, Fraser Bransby, and Phil Watson. "Design of Direct On-Seabed Sliding Foundations." In 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.

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This paper describes a new framework for the geotechnical design of pipeline-related foundations (e.g. foundations for PLETs and Tees) designed to slide directly over the seabed during pipeline operation. This approach can present considerable savings in terms of fabrication and construction costs because of reduced foundation sizes. Over the design life, a pipeline is likely to endure many thermal/ pressure load cycles due to product and flow rate variations during operation. These cycles result in the foundation sliding back and forth across the seabed within a footprint. These loads and cor
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Poulos, Harry G. "Foundation Design for Tall Buildings." In GeoCongress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412138.0028.

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Reports on the topic "Foundation design"

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Carmody, John, Garrett Mosiman, Daniel Handeen, Patrick Huelman, and Jeffery Christian. Foundation Design Handbook. Office of Scientific and Technical Information (OSTI), 2013. http://dx.doi.org/10.2172/1125016.

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Lim, Jeehee, Rodrigo Salgado, Monica Prezzi, Yao Wang, and Fei Han. Development of Protocols for Reuse Assessment of Existing Foundations in Bridge Rehabilitation and Replacement Projects. Purdue University, 2023. http://dx.doi.org/10.5703/1288284317654.

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The existing foundations of a bridge can sometimes be reused. This may occur when a completely new bridge is built but also in bridge or superstructure widening projects. Reuse of existing foundations not only eliminates the costs associated with demolishing and disposing of old foundations, but also reduces the costs of the design and construction of new foundation elements. However, several challenges exist, including assessing the structural integrity, estimating the current capacity, estimating the remaining service life, and considering current design codes and specifications of the exist
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Smalley, A. J., and P. J. Pantermuehl. TR-97-2 Foundation Guidelines. Pipeline Research Council International, Inc. (PRCI), 1997. http://dx.doi.org/10.55274/r0011730.

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These guidelines provide guidance to engineers responsible for installing or repamng the foundations of reciprocating compressors. If followed, the guidance should help assure an installation with a long life of trouble-free service. They address, in particular, mechanical integrity of the compressor/foundation installation, with emphasis on design of mounts, anchor bolts, and foundation block to carry the required dynamic loads. They defer to existing texts on vibration engineering for foundation blocks on their soil.
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Schnitzlein, Daniel. Foundations of Questionnaire Design. Instats Inc., 2024. http://dx.doi.org/10.61700/89dhh3xz7qmwn1624.

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This comprehensive workshop is designed to equip researchers in the social and health sciences with essential techniques and best practices for crafting effective surveys. The workshop is targeted to researchers without prior knowledge of questionnaire design. Participants will learn how to create clear, unbiased, and reliable survey instruments that serve as the foundation for successful research.
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Han, Fei, Monica Prezzi, Rodrigo Salgado, Mehdi Marashi, Timothy Wells, and Mir Zaheer. Verification of Bridge Foundation Design Assumptions and Calculations. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317084.

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The Sagamore Parkway Bridge consists of twin parallel bridges over the Wabash River in Lafayette, IN. The old steel-truss eastbound bridge was demolished in November 2016 and replaced by a new seven-span concrete bridge. The new bridge consists of two end-bents (bent 1 and bent 8) and six interior piers (pier 2 to pier 7) that are founded on closed-ended and open-ended driven pipe piles, respectively. During bridge construction, one of the bridge piers (pier 7) and its foundation elements were selected for instrumentation for monitoring the long-term response of the bridge to dead and live loa
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Sakleshpur, Venkata A., Monica Prezzi, Rodrigo Salgado, and 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.

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This manual provides guidance on how to use the cone penetration test (CPT) for site investigation and foundation design. The manual has been organized into three volumes. Volume 1 covers the execution of CPT-based site investigations and presents a comprehensive literature review of CPT-based soil behavior type (SBT) charts and estimation of soil variables from CPT results. Volume 2 covers the methods and equations needed for CPT data interpretation and foundation design in different soil types, while Volume 3 includes several example problems (based on instrumented case histories) with detai
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Hancox, Donna, Sandra Gattenhof, Helen Klaebe, Freya Wright-Brough, Morgan Batch, and Imogen Smith. Social Impact Framework for Puuya Foundation. Queensland University of Technology, 2024. http://dx.doi.org/10.5204/rep.eprints.227726.

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This is the final report on a three-year QUT-led research project that was conducted for The Puuya Foundation (2019-2023). Our brief was to: Assist the Puuya Foundation to develop and implement a Social Impact Evaluation Strategy (the Strategy) to strengthen the Foundation’s evaluation approach and build on the outcomes of the Foundation’s education and health projects in the Lockhart River region. The strategy will develop a robust approach with practical tools to measure the social impact of the Foundation’s programs, and the outcomes and learnings that emerge from these findings will inform
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Sakleshpur, Venkata A., Monica Prezzi, Rodrigo Salgado, and 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.

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This manual provides guidance on how to use the cone penetration test (CPT) for site investigation and foundation design. The manual has been organized into three volumes. Volume 1 covers the execution of CPT-based site investigations and presents a comprehensive literature review of CPT-based soil behavior type (SBT) charts and estimation of soil variables from CPT results. Volume 2 covers the methods and equations needed for CPT data interpretation and foundation design in different soil types, while Volume 3 includes several example problems (based on instrumented case histories) with detai
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Hoeve, Ed, Brent Wall, and Justin Panagapko. Thermosyphon foundation design and performance at Iqaluit ATB and CSB. International Permafrost Association (IPA), 2024. http://dx.doi.org/10.52381/icop2024.192.1.

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Page, Gregory, Chris Bovias, Michael Selig, and Stephen Brock. 2000/01 AIAA Foundation Cessna/ONR Student Design/Build/Fly Competition Proposal Phase Design Report. Defense Technical Information Center, 2001. http://dx.doi.org/10.21236/ada389854.

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