Relevant bibliographies by topics / Axially Loaded Piles

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

Academic literature on the topic 'Axially Loaded Piles'

Author: Grafiati
Published: 21 July 2021
Last updated: 19 February 2023

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Journal articles on the topic "Axially Loaded Piles"

1

Mylonakis, G. "Winkler modulus for axially loaded piles." Géotechnique 51, no. 5 (June 2001): 455–61. http://dx.doi.org/10.1680/geot.2001.51.5.455.

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Lee, S. L., Y. C. Kog, and G. P. Karunaratne. "Axially Loaded Piles in Layered Soil." Journal of Geotechnical Engineering 113, no. 4 (April 1987): 366–81. http://dx.doi.org/10.1061/(asce)0733-9410(1987)113:4(366).

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ANOYATIS, G., and G. MYLONAKIS. "Dynamic Winkler modulus for axially loaded piles." Géotechnique 62, no. 6 (June 2012): 521–36. http://dx.doi.org/10.1680/geot.11.p.052.

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Armaleh, Sonia, and C. S. Desai. "Load‐Deformation Response of Axially Loaded Piles." Journal of Geotechnical Engineering 113, no. 12 (December 1987): 1483–500. http://dx.doi.org/10.1061/(asce)0733-9410(1987)113:12(1483).

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Kiousis, Panos D., and Amgad S. Elansary. "Load Settlement Relation for Axially Loaded Piles." Journal of Geotechnical Engineering 113, no. 6 (June 1987): 655–61. http://dx.doi.org/10.1061/(asce)0733-9410(1987)113:6(655).

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El Naggar, M. Hesham, and Mohammed Sakr. "Cyclic response of axially loaded tapered piles." International Journal of Physical Modelling in Geotechnics 2, no. 4 (December 2002): 01–12. http://dx.doi.org/10.1680/ijpmg.2002.020401.

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El Naggar, M. H., and M. Sakr. "Cyclic Response of Axially Loaded Tapered Piles." International Journal of Physical Modelling in Geotechnics 2, no. 4 (December 2, 2002): 1–12. http://dx.doi.org/10.1680/ijpmg.2002.2.4.01.

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Poulos, H. G. "Cyclic Stability Diagram for Axially Loaded Piles." Journal of Geotechnical Engineering 114, no. 8 (August 1988): 877–95. http://dx.doi.org/10.1061/(asce)0733-9410(1988)114:8(877).

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Lee, C. Y., and J. C. Small. "Finite‐Layer Analysis of Axially Loaded Piles." Journal of Geotechnical Engineering 117, no. 11 (November 1991): 1706–22. http://dx.doi.org/10.1061/(asce)0733-9410(1991)117:11(1706).

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Kagawa, Takaaki. "Dynamic Soil Reaction to Axially Loaded Piles." Journal of Geotechnical Engineering 117, no. 7 (July 1991): 1001–20. http://dx.doi.org/10.1061/(asce)0733-9410(1991)117:7(1001).

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Dissertations / Theses on the topic "Axially Loaded Piles"

1

Lambson, M. D. "The behaviour of axially loaded piles in clay." Thesis, University of Manchester, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.233363.

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Rose, Nathan S. Loehr J. Erik. "Laboratory load tests of side shear for axially loaded piles." Diss., Columbia, Mo. : University of Missouri--Columbia, 2008. http://hdl.handle.net/10355/6286.

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Title from PDF of title page (University of Missouri--Columbia, viewed on Feb. 19, 2010). The entire thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file; a non-technical public abstract appears in the public.pdf file. Dr. J. Erik Loehr, Thesis Supervisor. Includes bibliographical references.
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Ayfan, Emad. "Design method for axially loaded piled raft foundation with fully mobilised friction piles." Doctoral thesis, Universite Libre de Bruxelles, 2012. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/209604.

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In the present work, a settlement-based method is proposed to design piled raft foundation. The proposed design method is found to be very efficient, economical and requires less calculation time. Simple software can be used to execute all the interactions and loop calculations.

Unlike methods with numerical techniques, there are practically no limitations for the number of individual piles under the raft, size of the group and the group shape or layout. It can also be applied to piles with different length or piles that are located within multi-layered soils.

The raft is designed first according to the allowable settlement that is pre-defined by the structural requirements and with the necessary factor of safety. When raft suffers excessive settlement, then the load that causes excess raft settlement beyond the required limit is to be transferred to the fully mobilised frictional piles.

The fully mobilised shaft (with no end bearing) piles are designed with factor of safety close to unity since their function is only to reduce raft settlement and since the raft has an adequate bearing capacity.

Geometry of these piles is chosen to fully mobilise their shafts capacity with low settlement level in order to comply with load/settlement requirement and reduce raft settlement to the pre-defined level.


Doctorat en Sciences de l'ingénieur
info:eu-repo/semantics/nonPublished

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4

Cowburn, S. J. "An experimental investigation of cyclically, axially loaded piles in sand." Master's thesis, University of Cape Town, 1993. http://hdl.handle.net/11427/8303.

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Bibliography: leaves 91-93.
The research work involved the installation and cyclic load testing of large-scale pressure-grouted, instrumented piles in sand in the laboratory. The major objective of this experimental investigation was to establish the effects of the mean cyclic load level and amplitude on the pile behaviour during cyclic loading. Of particular interest was the study of the skin friction distributions along the pile shafts in order to understand the processes involved. Cyclic loading was limited to one-way loading in load-controlled mode. A literature review showed a lack of experimental data on the cyclic behaviour of large-scale pressure-grouted piles. The results of a number of small model tests in sand are discussed and the major trends of pile performances are highlighted to facilitate comparison of the observations made in this research. It was found that no definite testing procedure for cyclically-loaded piles is common to the various investigations. A research program and procedure of load applications was therefore developed to allow the isolation of the individual influences of the most significant cyclic parameters, the mean cyclic load level and the amplitude. In total 12 piles were installed using the same sand preparation and pile installation techniques. The tests only varied with regard to the applied loading procedure
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Dewberry, Gregory Jack. "Use of low-strain dynamic tests to estimate the performance of axially loaded piles." Thesis, Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/21271.

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Saqib, Muhammad. "The use of laboratory and site tests data in the finite element modelling of offshore piles subjected to tensile loading." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2021.

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The thesis investigate the response of pile foundations subjected to axial load, with application to offshore wind turbines supported by multi-pod steel jackets. Wind turbines are relatively light weight structures as compared to other offshore structures and this results on the foundation in high tensile loadings. For this reason, the thesis focus is the response of a open ended steel pile subjected to pull out. The study develops on the results of a large-scale testing campaign recently conducted at the Test Centre of Support Structures of the Universität Hannover. The model piles encompassed various lenghts, diameters and thicknesses. In the thesis, different design methods (ICP-05, UWA-05, NGI-05 and Fugro-05) have been used to back analyse the experimental results and were compared to each others. Results of site and laboratory tests on the soil used in the experiments were also used to identify the soil parameters required to implement finite element models of the tested piles. In particular, CPT tests and triaxial tests were considered and the parameters derived are the soil behavior type, the soil unit weight, the stiffness modulus, the relative density, the poissons ratio, and the peak friction angle. Finite element analyses were then run in the experimental boundary and loading conditions e the results were compared with experimental data. A good agreement was observed, particularly on the capacity. The advantage of using the finite element method is the possibility to gain an insight in the pile behaviour and describe the entire load-displacement curve, when compared to CPT based bearing capacity prediction. Good results were achieved using a simple constitutive model, improvement can be surely gained by implementing more sophisticate soil models.
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Donnini, Lorenzo. "Numerical modelling of axially loaded piled foundations with physical tests validation." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2022.

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L'oggetto della tesi è la modellazione numerica di pali di fondazione per turbine eoliche in ambiente offshore. Il metodo di modellazione comprende l'interpretazione di prove CPT per l'estrapolazione dei parametri geotecnici del terreno, la creazione di un modello dell'interazione tra struttura e terreno tramite il software agli elementi finiti Abaqus, la sua verifica, l'ottimizzazione dell'estensione del modello del terreno e della mesh e la simulazione numerica del comportamento di pali caricati assialmente in compressione. Grazie al confronto con i risultati di test su modelli fisici, eseguiti nel laboratorio dell'istituto Fraunhofer IWES di Hannover, di tre pali aventi la stessa geometria ma installati in punti con diverse condizioni di compattazione della sabbia, è stata possibile la messa a punto di una strategia di simulazione più accurata possibile e la sua validazione. A conclusione del lavoro è stato eseguito un esempio di design di una fondazione jacket per una turbina eolica offshore.
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Davies, Michael Paul. "Predicting axially and laterally loaded pile behaviour using in-situ testing methods." Thesis, University of British Columbia, 1987. http://hdl.handle.net/2429/26689.

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The prediction of axial and lateral pile behaviour is a complex engineering problem. Traditional methods of data collection and subsequent analyses are frequently in error when compared to full-scale, load tests. In-situ testing, using advanced electronic tools, provides a means by which representative field data may be obtained. This study investigates the use of such in-situ data in predicting axially loaded pile capacity and laterally loaded pile load-deflection behaviour. A total of twelve static axial pile capacity methods were evaluated to predict the results obtained from eight full-scale pile load tests on six different piles. These methods, separated into direct and indirect classes, used data obtained from the cone penetration test. Extensive use of commercially available microcomputer software significantly simplified the analyses. In addition, several dynamic pile capacity predictions are presented including results from in-situ dynamic measurements obtained with a pile driving analyzer during pile emplacement. An attempt has been made, with the use of tell-tales, to differentiate the shaft resistance and end-bearing components of the load test results. These results are then compared to the prediction methods investigated. Two methods of predicting lateral load-deflection behaviour using in-situ data have been investigated. One method uses pressuremeter test data and the other, a new method proposed in this study, uses full-displacement flat plate dilatometer test data. These predictions are compared with full-scale lateral load tests on three piles of differing size. In both the axial and lateral load cases, the preferred method(s) of analyses are identified. It is shown that excellent agreement can be obtained for predicting measured pile behaviour using several methods. The limitations of this study are noted, and recommendations for further research are proposed.
Applied Science, Faculty of
Civil Engineering, Department of
Graduate
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Knappett, Jonathan Adam. "Piled foundations in liquefiable soils : accounting for axial loads." Thesis, University of Cambridge, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.595853.

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Levy, Nina Hannah. "Modelling multi-directional behaviour of piles using energy principles." University of Western Australia. Dept. of Civil and Resource Engineering, 2007. http://theses.library.uwa.edu.au/adt-WU2007.0211.

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The loads applied to pile foundations installed offshore vary greatly from those encountered onshore, with more substantial lateral and torsional loads. For combined axial and lateral loading the current design practice involves applying an axial load to a deep foundation and assessing the pile behaviour and then considering a lateral load separately. For the problem of an altering directions of lateral loads (e.g. due to changes in the wind directions acting on offshore wind turbines) a clear design procedure is not available. There is thus a need for a clearly established methodology to effectively introduce the interaction between the four different loading directions (two lateral, one axial and one torsional). In this thesis, a model is presented that introduces a series of Winkler elasto-plastic elements coupled between the different directions via local interaction yield surfaces along the pile. The energy based method that is used allows the soil-pile system to be defined explicitly using two equations: the energy potential and the dissipation potential. One of the most interesting applications of this model is to piles subjected to a change in lateral loading direction, where the loading history can significantly influence the pile behaviour. This effect was verified by a series of experimental tests, undertaken using the Geotechnical Centrifuge at UWA. The same theory was then applied to cyclic loading in two dimensions, leading to some very useful conclusions regarding shakedown behaviour. A theoretically based relationship was applied to the local yielding behaviour for a pile subjected to a combination of lateral and axial loading, allowing predictions to be made of the influence of load inclination on the pile behaviour. The ability of this model to represent interaction between four degrees of freedom allows a more realistic approach to be taken to this problem than that considered in current design practice.
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Books on the topic "Axially Loaded Piles"

1

Design Axially Loaded Piles Europea. Taylor & Francis, 1997.

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De Cock, F., and C. Legrand, eds. Design of Axially Loaded Piles European Practice. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078135.

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Comprehensive Database of Tests on Axially Loaded Piles Driven in Sand. Elsevier Science & Technology Books, 2015.

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Jardine, Richard, Fiona Chow, Zhongxuan Yang, and Wangbo Guo. Comprehensive Database of Tests on Axially Loaded Piles Driven in Sand. Elsevier Science & Technology Books, 2015.

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A Comprehensive Database of Tests on Axially Loaded Piles Driven in Sand. Elsevier, 2016. http://dx.doi.org/10.1016/c2015-0-01032-2.

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E, De Cock, Legrand C, and International Society of Soil Mechanics and Foundation Engineering, eds. Design of axially loaded piles--European practice: Proceedings of the ERTC3 Seminar, Brussels, Belgium, 17-18 April 1997. Rotterdam: A.A. Balkema, 1997.

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Design of Axially Loaded Piles - European Practice: Proceedings of an ERTC-3 Seminar, Brussels, 17-18 April 1997. Taylor & Francis Group, 2020.

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Cock, F. De, and C. Legrand. Design of Axially Loaded Piles - European Practice: Proceedings of an ERTC-3 Seminar, Brussels, 17-18 April 1997. Taylor & Francis Group, 2020.

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Cock, F. De, and C. Legrand. Design of Axially Loaded Piles - European Practice: Proceedings of an ERTC-3 Seminar, Brussels, 17-18 April 1997. Taylor & Francis Group, 2020.

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Cock, F. De, and C. Legrand. Design of Axially Loaded Piles - European Practice: Proceedings of an ERTC-3 Seminar, Brussels, 17-18 April 1997. Taylor & Francis Group, 2020.

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Book chapters on the topic "Axially Loaded Piles"

1

Verruijt, Arnold. "Axially Loaded Piles." In Theory and Applications of Transport in Porous Media, 78–105. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-017-1112-8_6.

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Kos, J. "Non-Linear Analyses of Axially and Laterally Loaded Bored Piles." In Application of Numerical Methods to Geotechnical Problems, 121–30. Vienna: Springer Vienna, 1998. http://dx.doi.org/10.1007/978-3-7091-2512-0_11.

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Huh, Jung Won, and Kiseok Kwak. "Risk Assessment of Axially Loaded Single Piles using RSM-based Reliability Method." In Advanced Nondestructive Evaluation I, 1526–29. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-412-x.1526.

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Lai, Van Qui, Quoc Thien Huynh, Thanh Hai Do, and Thi Gai Nguyen. "Performance Analysis of Axially Loaded Piles by Load Transfer Method: A Case Study in Ho Chi Minh City." In Lecture Notes in Civil Engineering, 757–66. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5144-4_73.

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Cabella, E., and R. Passalacqua. "Axially Loaded Pile Numerical Models vs. Experimental Data." In Application of Numerical Methods to Geotechnical Problems, 97–106. Vienna: Springer Vienna, 1998. http://dx.doi.org/10.1007/978-3-7091-2512-0_9.

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Hobbs, R. "A Review of the Design and Certification of Offshore Piles, with Reference to Recent Axial Pile Load Tests." In Advances in Underwater Technology, Ocean Science and Offshore Engineering, 729–50. Dordrecht: Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-017-2473-9_35.

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Gohil, Ramdev, and C. R. Parthasarathy. "Intelligent Assessment of Axial Capacity of Pipe Piles Using High Strain Dynamic Pile Load Tests in Offshore Environment." In Lecture Notes in Civil Engineering, 271–87. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-6513-5_24.

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Randolph, Mark F. "Cyclic Interface Shearing in Sand and Cemented Soils and Application to Axial Response of Piles." In Mechanical Behaviour of Soils Under Environmentally Induced Cyclic Loads, 481–528. Vienna: Springer Vienna, 2012. http://dx.doi.org/10.1007/978-3-7091-1068-3_10.

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Ghosh, Poulami, Shilak Bhaumik, and Sibapriya Mukherjee. "Behavior of Vertical and Battered Piles Under Combined Axial and Lateral Load." In Lecture Notes in Civil Engineering, 203–16. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-6359-9_20.

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Karlsrud, K., B. Kalsnes, and F. Nowacki. "Response of Piles in Soft Clay and Silt Deposits to Static and Cyclic Axial Loading Based on Recent Instrumented Pile Load Tests." In Advances in Underwater Technology, Ocean Science and Offshore Engineering, 549–83. Dordrecht: Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-017-2473-9_27.

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Conference papers on the topic "Axially Loaded Piles"

1

Kagawa, T. "Soil Reaction to Axially Loaded Piles." In Offshore Technology Conference. Offshore Technology Conference, 1990. http://dx.doi.org/10.4043/6491-ms.

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Hsu, Shih-Tsung, Jane W. Z. Lu, Andrew Y. T. Leung, Vai Pan Iu, and Kai Meng Mok. "Axially Loaded Behavior of Driven PC Piles." In PROCEEDINGS OF THE 2ND INTERNATIONAL SYMPOSIUM ON COMPUTATIONAL MECHANICS AND THE 12TH INTERNATIONAL CONFERENCE ON THE ENHANCEMENT AND PROMOTION OF COMPUTATIONAL METHODS IN ENGINEERING AND SCIENCE. AIP, 2010. http://dx.doi.org/10.1063/1.3452130.

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Ronold, Knut O., Jens Bergan, Knut Arnesen, and Tom R. Guttormsen. "Reliability of Axially Loaded Jacket Pile." In ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/omae2012-84162.

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A reliability study of an axially loaded jacket pile in sand for prediction of the failure probability in compression is presented. The study is based on full probabilistic modelling of axial load and axial capacity by their respective probability distributions. A first-order reliability method (FORM) is used for probability calculations. Results by three novel axial capacity models are given, viz. the so-called UWA, ICP and NGI methods specified in ISO19902. Results by a fourth artificial method, whose capacity prediction is taken as the average of the predictions by the three other methods, are also given. Method-specific model uncertainty factors are applied, calibrated by means of a data base for piles in sand reported by UWA. Emphasis in this paper is on presentation of results of the reliability analyses and on various sensitivity studies including two different failure criteria. The results illustrate that the novel design methods predict pile capacity with significant variability. The data base used for validation of the new design methods may therefore be judged inadequate, and the need for more large scale test results seems imperative to ensure a consistent safety level when these methods are used in design.
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Suleiman, Muhannad T., Sherif S. AbdelSalam, and Sri Sritharan. "Improving Prediction of the Load-Displacement Response of Axially Loaded Friction Piles." In Geo-Frontiers Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41165(397)5.

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D'Aguiar, Sofia Costa, Fernando Lopez-Caballero, Arézou Modaressi, and Jaime Santos. "Implication of Soil Behavior in Load Transfer Mechanisms of Axially Loaded Single Piles." In Geo-Denver 2007. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40917(236)20.

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Kullolli, Borana, Matthias Baeßler, Pablo Cuéllar, Shilton Rica, and Frank Rackwitz. "An Enhanced Interface Model for Friction Fatigue Problems of Axially Loaded Piles." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-96078.

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Abstract The shaft bearing capacity often plays a dominant role for the overall structural behaviour of axially loaded piles in offshore deep foundations. Under cyclic loading, a narrow zone of soil at the pile-soil interface is subject to cyclic shearing solicitations. Thereby, the soil may densify and lead to a decrease of confining stress around the pile due to micro-phenomena such as particle crushing, migration and rearrangement. This reduction of radial stress has a direct impact on the shaft capacity, potentially leading in extreme cases to pile failure. An adequate interface model is needed in order to model this behaviour numerically. Different authors have proposed models that take typical interface phenomena in account such as densification, grain breakage, normal pressure effect and roughness. However, as the models become more complex, a great number of material parameters need to be defined and calibrated. This paper proposes the adoption and transformation of an existing soil bulk model (Pastor-Zienkiewicz) into an interface model. To calibrate the new interface model, the results of an experimental campaign with the ring shear device under cyclic loading conditions are here presented. The constitutive model shows a good capability to reproduce typical features of sand behaviour such as cyclic compaction and dilatancy, which in saturated partially-drained conditions may lead to liquefaction and cyclic mobility phenomena.
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Basu, D., R. Salgado, M. Prezzi, J. Lee, and K. Paik. "Recent Advances in the Design of Axially-Loaded Piles in Sandy Soils." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40778(157)13.

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Hu, Zhong-bo, En-di Zhai, and Hong-bing Zhu. "Reliability of Design Approaches for Axially Loaded Offshore Piles Based on Field Tests." In International Conference on Geotechnical and Earthquake Engineering 2018. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482049.004.

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Meera, R. S., and P. K. Basudhar. "Effect of Soil Liquefaction on Flexural Behavior of Axially and Laterally Loaded Piles." In Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)81.

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Abdullah, Firas Abdulhadi, Mohammed Y. Fattah, and Aziz A. Al-Keifae. "Cavity Effects on Axially Loaded Single Pipe Piles Embedded in a Sand Deposit." In 2021 4th International Iraqi Conference on Engineering Technology and Their Applications (IICETA). IEEE, 2021. http://dx.doi.org/10.1109/iiceta51758.2021.9717755.

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Reports on the topic "Axially Loaded Piles"

1

Loukidis, Dimitrios, Rodrigo Salgado, and Grace Abou-Jaoude. Assessment of Axially-Loaded Pile Dynmaic Design Methods and Review of INDOT Axially-Loaded Design Procedure. West Lafayette, IN: Purdue University, 2008. http://dx.doi.org/10.5703/1288284313450.

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Wang, Wei, Michael Brown, Matteo Ciantia, and Yaseen Sharif. DEM simulation of cyclic tests on an offshore screw pile for floating wind. University of Dundee, December 2021. http://dx.doi.org/10.20933/100001231.

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Screw piles need to be upscaled for offshore use e.g. being an alternative foundation and anchor form for offshore floating wind turbines, although the high demand of vertical installation forces could prevent its application if conventional pitch-matched installation is used. Recent studies, using numerical and centrifuge physical tests, indicated that the vertical installation force can be reduced by adopting over-flighting which also improved axial uplift capacity of the screw pile. The current study extends the scope to axial cyclic performance with respect to the installation approach. Using quasi-static discrete element method (DEM) simulation it was found that the over-flighted screw pile showed a lower displacement accumulation rate, compared to a pitch-matched installed pile, in terms of load-controlled cyclic tests. Sensitivity analysis of the setup of the cyclic loading servo shows the maximum velocity during the tests should be limited to avoid significant exaggeration of the pile displacement accumulation but this may lead to very high run durations.
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Salgado, Rodrigo. Use of Pile Driving Analysis for Assessment of Axial Load Capacity of Piles. Purdue University, December 2012. http://dx.doi.org/10.5703/1288284314671.

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