Relevant bibliographies by topics / MODEL PILES IN SAND

Contents

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

Academic literature on the topic 'MODEL PILES IN SAND'

Author: Grafiati
Published: 11 September 2023

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Journal articles on the topic "MODEL PILES IN SAND"

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Foray, P., L. Balachowski, and J. L. Colliat. "Bearing capacity of model piles driven into dense overconsolidated sands." Canadian Geotechnical Journal 35, no. 2 (1998): 374–85. http://dx.doi.org/10.1139/t97-082.

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Model piles were driven into dense siliceous sand samples and tested in a large calibration chamber. Axial tension and compression tests were performed on open-ended pipe piles. The objective of this research was to study the effect of overconsolidation on the bearing capacity of piles driven into dense sands representative of North Sea soil conditions. Emphasis was put on points of interest for the offshore petroleum industry in particular: dense to very dense normally consolidated (NC) and overconsolidated (OC) sands, unit end bearing and unit skin friction capacities, and comparison with ti
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Wang, Qingshan, Zhaoran Xiao, Xianqiang Zhao, and Dakuo Feng. "The Effects and Vertical Bearing Capacity of Two Jacked Model Piles in Sand." Sustainability 14, no. 21 (2022): 14493. http://dx.doi.org/10.3390/su142114493.

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The effects and vertical bearing capacity of two jacked piles in sand are still not well understood, and the mechanism of the adjacent pile’s uplift caused by the jacking pile in a double pile system is especially unclear, but these facets are important to the stability of the jacked pile. In this paper, a series of tests is performed on jacked model piles in sand, where in the influences of the pile length and the driving pile’s speed on the effects and vertical bearing capacity of two jacked piles were studied. The results revealed that the effects and vertical bearing capacity of the two ja
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Gavin, Kenneth, and Barry Lehane. "Base load – displacement response of piles in sand." Canadian Geotechnical Journal 44, no. 9 (2007): 1053–63. http://dx.doi.org/10.1139/t07-048.

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The paper presents the results of a series of laboratory and field model pile tests performed to study the factors controlling the base pressure – settlement reponse of piles in sand. One series of tests involved the installation and load testing of steel open- and closed-ended piles in loose sand contained in a large pile testing chamber. A second series involved tests on open- and closed-ended steel piles and a concrete bored pile at a dense sand test bed site. The experiments were designed to investigate the effects of pile type, sand consistency, and installation resistance on a pile’s bas
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Bisi, C., G. Chiaselotti, and P. A. Oliverio. "Sand Piles Models of Signed Partitions with Piles." ISRN Combinatorics 2013 (January 13, 2013): 1–7. http://dx.doi.org/10.1155/2013/615703.

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Let be nonnegative integers. In this paper we study the basic properties of a discrete dynamical model of signed integer partitions that we denote by . A generic element of this model is a signed integer partition with exactly all distinct nonzero parts, whose maximum positive summand is not exceeding and whose minimum negative summand is not less than . In particular, we determine the covering relations, the rank function, and the parallel convergence time from the bottom to the top of by using an abstract Sand Piles Model with three evolution rules. The lattice was introduced by the first tw
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Sastry, V. V. R. N., and G. G. Meyerhof. "Behaviour of flexible piles in layered sands under eccentric and inclined loads." Canadian Geotechnical Journal 31, no. 4 (1994): 513–20. http://dx.doi.org/10.1139/t94-060.

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The lateral soil pressures, bending moments, pile displacements at ground surface, and bearing capacity of instrumented vertical single flexible model piles in layered sands consisting of loose sand overlying compact sand under vertical eccentric and central inclined loads have been investigated. The results of these load tests are compared with theoretical estimates based on the concept of an effective embedment depth of equivalent rigid piles. Reasonable agreement has been found between the observed and predicted behaviour of flexible piles. The analyses are also compared with the results of
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Latapy, Matthieu, Roberto Mantaci, Michel Morvan, and Ha Duong Phan. "Structure of some sand piles model." Theoretical Computer Science 262, no. 1-2 (2001): 525–56. http://dx.doi.org/10.1016/s0304-3975(00)00363-7.

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Lee, Su-Hyung, and Choong-Ki Chung. "An experimental study of the interaction of vertically loaded pile groups in sand." Canadian Geotechnical Journal 42, no. 5 (2005): 1485–93. http://dx.doi.org/10.1139/t05-068.

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The interactions among closely located piles and a cap in a pile group are complex. The current design practice for vertically loaded pile groups roughly estimates their overall behavior and generally yields conservative estimations of the group capacity. For a proper pile group design, factors such as the interaction among piles, the interaction between cap and piles, and the influence of pile installation method all need to be considered. This paper presents the results of the model test, which can be used to better understand the interactions of vertically loaded pile groups in granular soi
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Alawneh, Ahmed Shlash, Abdallah I. Husein Malkawi, and Husein Al-Deeky. "Tension tests on smooth and rough model piles in dry sand." Canadian Geotechnical Journal 36, no. 4 (1999): 746–53. http://dx.doi.org/10.1139/t98-104.

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In order to delineate the significant variables affecting the ultimate uplift shaft resistance of a pile in dry sand, a testing program comprising 64 pullout tests was conducted on open- and closed-ended rough and smooth model piles of two sizes (41 and 61 mm outside diameter). The model piles were installed in medium dense and dense sand to an embedded depth of 0.8 m using two methods of pile placement, static jacking and driving. A rigid steel box measuring 1.1 × 1.1 × 1.3 m was used as a sand container. The results obtained from this study indicated that pile placement method, initial sand
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Cai, Q., B. Xiang, C. W. W. Ng, K. S. Wong, X. Chen, and Y. Zhuang. "Loading transfer mechanism of a piled raft subjected to normal faulting in sand." Géotechnique Letters 12, no. 1 (2022): 14–19. http://dx.doi.org/10.1680/jgele.21.00098.

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Although different kinds of foundations have been investigated against an earthquake faulting, the interaction between pile group and dip–slip fault has not yet been fully understood. This paper investigates the interaction between piled raft and normal faulting by means of centrifuge and numerical modelling. In centrifuge test, a piled raft was simulated with a half model for a better observation of fault rupture path under the raft. The loading transfer mechanism was further examined using a three-dimensional finite difference software. The measured and computed results showed that the piled
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Hanna, A. M., and A. Afram. "Pull-out capacity of single batter piles in sand." Canadian Geotechnical Journal 23, no. 3 (1986): 387–92. http://dx.doi.org/10.1139/t86-054.

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The pull-out capacity of single rigid vertical and batter piles in sand and subjected to axial loading has been investigated. Good agreement was found when test results on instrumented model piles were compared with theoretical estimates. The effect of pile inclination on the pull-out capacity has been explained by means of variable mobilized passive earth pressure on the pile's perimeter. A design method and charts are presented. Key words: pile foundation, pull-out capacity, vertical pile, batter pile, sand–soil mechanics.
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Dissertations / Theses on the topic "MODEL PILES IN SAND"

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Villeneuve, Joey. "Laboratory Testing for Adfreeze Bond of Sand on Model Steel Piles." Thesis, Université d'Ottawa / University of Ottawa, 2018. http://hdl.handle.net/10393/37323.

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This study explored the available adfreeze data published in literature and the techniques used to obtain it. Two methods were selected and modified to complete series of adfreeze bond test. A model pile pull-out method consisting of pulling a pile out a large specimen of soil was the first method used. The second method was modified from an interface shearing apparatus developed by Dr. Fakharian and Dr. Evgin at the University of Ottawa in 1996 and allowed preparing, freezing and testing the specimen in place. The material and soil tested for this study were provided by EXP Services Inc. The
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Jeffrey, John. "Investigating the performance of continuous helical displacement piles." Thesis, University of Dundee, 2012. https://discovery.dundee.ac.uk/en/studentTheses/9877bf01-2251-4b34-aa8b-0ff9fc36a264.

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The Continuous Helical Displacement (CHD) pile is an auger displacement pile developed by Roger Bullivant Ltd in the UK. The CHD pile is installed in-situ through the use of a drilling auger, in a similar fashion to European screw piles and as such, it has performance characteristics of both displacement and non-displacement piles Based on field experience, it is known that the load capacity performance of the CHD pile significantly exceeds the current design predictions, particularly when installed in sand. Model CHD piles were created in pluviated test beds at a range of different densities
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Shublaq, E. W. "A study of model pile group-sand interaction." Thesis, University of Leeds, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.375520.

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Abdelaziz, Gamal. "An axisymmetrical model for a single vertical pile in sand." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp05/NQ59226.pdf.

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Camões, Lourenço João. "Numerical Modelling of Non-Displacement Piles in Sand : The importance of the dilatancy in the resistance mobilization." Thesis, université Paris-Saclay, 2020. http://www.theses.fr/2020UPASC033.

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Cette thèse se concentre sur la réponse des pieux installés dans le sable lorsqu'ils sont soumis à des actions verticales et en particulier concernant la pertinence du comportement volumétrique du sol sur cette réponse. À l'interface sol-pile, lorsque le sol est déformé par cisaillement, des déformations volumétriques (généralement dilatation) se produisent, ce qui provoque une importante variation de l'état de contrainte. Cela se fait à l'aide de modèles numériques par éléments finis en adoptant le modèle élastoplastique ECP, une loi constitutive réaliste pour décrire le comportement du sol d
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Masson, Benoît. "Des piles de sable aux automates de sable." Phd thesis, Université de Nice Sophia-Antipolis, 2006. http://tel.archives-ouvertes.fr/tel-00144448.

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Dans cette thèse nous étudions différents systèmes dynamiques discrets permettant de simuler la formation des piles de sable. Le comportement des modèles de base SPM ou IPM(k) est bien connu dans des conditions initiales spécifiques. Nous étendons ces résultats à des conditions initiales plus générales, et nous introduisons le modèle SSPM qui ajoute de la symétrie à ces modèles et améliore leur réalisme. Dans un second temps, nous étudions un autre système dynamique, les automates de sable. Ils sont définis de manière analogue aux automates cellulaires, avec la contrainte supplémentaire qu'une
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Cameron, Donald Anthony. "Analysis Of Buried Flexible Pipes In Granular Backfill Subjected To Construction Traffic." Thesis, The University of Sydney, 2005. http://hdl.handle.net/2123/680.

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This thesis explores the design of flexible pipes, buried in shallow trenches with dry sand backfill. The thesis reports the comprehensive analysis of twenty-two full-scale load tests conducted between 1989 and 1991 on pipe installations, mainly within a laboratory facility, at the University of South Australia. The pipes were highly flexible, spirally-wound, uPVC pipes, ranging in diameter from 300 to 450 mm. Guidelines were required by industry for safe cover heights for these pipes when subjected to construction traffic. The tests were designed by, and conducted under the supervision of, th
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Cameron, Donald Anthony. "Analysis Of Buried Flexible Pipes In Granular Backfill Subjected To Construction Traffic." University of Sydney. Civil Engineering, 2005. http://hdl.handle.net/2123/680.

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This thesis explores the design of flexible pipes, buried in shallow trenches with dry sand backfill. The thesis reports the comprehensive analysis of twenty-two full-scale load tests conducted between 1989 and 1991 on pipe installations, mainly within a laboratory facility, at the University of South Australia. The pipes were highly flexible, spirally-wound, uPVC pipes, ranging in diameter from 300 to 450 mm. Guidelines were required by industry for safe cover heights for these pipes when subjected to construction traffic. The tests were designed by, and conducted under the supervision of, th
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Sheikhtaheri, Mohamadjavad. "Experimental and Numerical Modeling Studies for Interpreting and Estimating the p–δ Behavior of Single Model Piles in Unsaturated Sands". Thèse, Université d'Ottawa / University of Ottawa, 2014. http://hdl.handle.net/10393/30712.

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The design of pile foundations in conventional geotechnical engineering practice is based on the soil mechanics principles for saturated soils. These approaches are also extended to pile foundations that are placed totally or partially above the ground water table (i.e., vadose zone), where the soil is typically in a state of unsaturated condition. Such approaches lead to unrealistic estimations of the load carrying capacity and the settlement behavior of pile foundations. Some studies were undertaken in recent years to understand the influence of the matric suction towards the bearing capaci
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Mazutti, Júlia Hein. "Estudo do atrito lateral no arrancamento de estacas modelo instaladas por fluidização em areia." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2018. http://hdl.handle.net/10183/183019.

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O objetivo desta dissertação consiste em aprofundar o entendimento dos mecanismos que controlam o atrito lateral sob arrancamento de estacas instaladas por fluidização em areia. A técnica de instalação é estudada como uma alternativa para a utilização de estacas torpedo na fixação de plataformas offshore. Trabalhou-se em laboratório com o arrancamento de estacas metálicas circulares em modelo reduzido. Foram utilizados três diâmetros de estacas modelo, simulando três diferentes escalas: 14 mm (1:76), 16,2 mm (1:67) e 21,3 mm (1:50). Foram realizados 8 ensaios de arrancamento (24 horas após a f
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Books on the topic "MODEL PILES IN SAND"

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Iskander, Magued. Behavior of Pipe Piles in Sand. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-13108-0.

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United States. Federal Highway Administration. and Atkinson-Noland & Associates., eds. Centrifugal testing of model piles and pile groups. U.S. Dept. of Transportion, Federal Highway Administration, 1985.

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Munch-Andersen, Jørgen. Silo model tests with sand. Danish Building Research Institute, 1992.

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Miedema, Sape A. The Delft sand, clay & rock cutting model. IOS Press, 2014.

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Larson, Magnus. SBEACH: Numerical model for simulating storm-induced beach change. U.S. Army Engineer Waterways Experiment Station, 1989.

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Hannigan, Kevin. The sand cone model: Achieving multiple objectives in the Irish chemical and pharmaceutical industry. University College Dublin, 1996.

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Groen, Klaas P. Pesticide leaching in polders: Field and model studies on cracked clays and loamy sand. Ministerie van Verkeer en Waterstaat, Directoraat-General Rijkswaterstaat, Directie Ijsselmeergebied, 1997.

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M, Rubin David. Measurements of sand thicknesses in Grand Canyon, Arizona, and a conceptual model for characterizing changes in sand-bar volume through time and space. U.S. Geological Survey, 1994.

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Bekbasarov, Isabay. Study of the process of driving piles and dies on models. INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1074097.

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The monograph presents the results of experimental and theoretical studies conducted using models of driven piles and tape dies. The influence of the cross-section size, length, shape of the trunk and the lower end of the piles on their submergability, energy intensity of driving and load-bearing capacity was evaluated. The design and technological features of new types of piles are considered. A method for determining the load-bearing capacity of a pile model based on the results of dynamic tests has been developed. Similarity conditions and formulas are presented that provide modeling of the
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Peck, Lindamae. Heat transfer and frost-thaw penetration in soil surrounding an inclusion of sand: Numerical model results relevant to electromagnetic sensor system performance. US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1995.

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Book chapters on the topic "MODEL PILES IN SAND"

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Cohen, S., and S. Frydman. "Hydraulic gradient models of driven piles in sand." In Physical Modelling in Geotechnics. Routledge, 2022. http://dx.doi.org/10.1201/9780203743362-117.

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Pla-Castells, Marta, Ignacio García-Fernández, and Rafael J. Martínez. "Interactive Terrain Simulation and Force Distribution Models in Sand Piles." In Lecture Notes in Computer Science. Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/11861201_46.

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Dave, Shweta, and Mohit Soni. "Model Tests to Determine Lateral Load Capacity of Helical Piles Embedded in Sand." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6713-7_42.

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Yabe, Hiroshi, Junichi Koseki, Kenji Harada, and Keiichi Tanaka. "Shaking Table Tests on Level Ground Model Simulating Construction of Sand Compaction Piles." In Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022). Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-11898-2_103.

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Perrot, Kévin, and Eric Rémila. "Avalanche Structure in the Kadanoff Sand Pile Model." In Language and Automata Theory and Applications. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-21254-3_34.

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Pastsakom, K., Y. Hashizume, and T. Matsumoto. "Lateral load tests on model pile groups and piled raft foundations in sand." In Physical Modelling in Geotechnics. Routledge, 2022. http://dx.doi.org/10.1201/9780203743362-128.

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Phan, Thi Ha Duong. "A Survey on the Stability of (Extended) Linear Sand Pile Model." In Automata and Complexity. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-92551-2_16.

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Chrisopoulos, Stylianos, Jakob Vogelsang, and Theodoros Triantafyllidis. "FE Simulation of Model Tests on Vibratory Pile Driving in Saturated Sand." In Holistic Simulation of Geotechnical Installation Processes. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52590-7_5.

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Perrot, Kevin, and Eric Rémila. "Transduction on Kadanoff Sand Pile Model Avalanches, Application to Wave Pattern Emergence." In Mathematical Foundations of Computer Science 2011. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-22993-0_46.

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Brocchi, Stefano, and Paolo Massazza. "Smooth Sand Piles." In Lecture Notes in Computer Science. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-33512-9_7.

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Conference papers on the topic "MODEL PILES IN SAND"

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Steensen-Bach, J. D. "Recent Model Tests With Suction Piles in Clay and Sand." In Offshore Technology Conference. Offshore Technology Conference, 1992. http://dx.doi.org/10.4043/6844-ms.

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Ghazavi, Mahmoud, and Ashkan Behmardi Kalantari. "Experimental Study of Taper Piles With Different Taper Angles." In ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-57110.

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Piled foundations are normally used in offshore engineering. Among various piles, tapered piles have normally greater cross sectional are around the head than the pile toe. Therefore they have greater potential for substantial cost advantages in static loading conditions. The objective of this study is to explore the characteristics of the axial response of tapered piles. Laboratory facilities for testing model piles were prepared. Four polyamide piles with different angles of taper from 0° to 1.5° were used in this study. The soil was sand. It has been found that tapered piles have more beari
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Manandhar, Suman, Noriyuki Yasufuku, and Kazutaka Shomura. "Skin Friction of Taper-Shaped Piles in Sands." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79078.

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The main theme of this paper is to evaluate the skin friction and unit skin friction of different types of pile on a defined model ground. The typical silica sands were selected to make model ground at high relative densities of 80% and 60% respectively at confining pressure of 50 kPa to perform the pile load test on selected two different model ground. Model ground has been prepared by free falling of sand through sieve on the chamber to meet the required relative densities. Relative densities have acquired after evaluating desired height and area of nozzle through which dry sands fall. To fu
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Wang, Jianhua, and Yifei Fan. "Centrifuge Model Tests on Effects of Spudcan Penetration on Adjacent Loaded Piles." In ASME 2020 39th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/omae2020-19304.

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Abstract It is very important for designers of offshore platforms to understand affecting mechanism of mobile jack-up spudcan penetration and extraction on adjacent loaded piles. Existing centrifuge model tests are on effects of spudcan penetration on adjacent unloaded piles. In engineering, offshore platform piles are subjected to lateral and vertical pile head loads before spudcan penetration. In order to understand affecting mechanism of spudcan penetration on adjacent loaded piles, centrifuge model tests were conducted under 50g condition. Model test strata are the saturated soft clay and
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Parkin, A. K., Y. W. Yee, C. P. Tan, and D. R. Willoughby. "Driven Model Piles Tested in Calcareous Sand in a Large Calibration Chamber." In Offshore Technology Conference. Offshore Technology Conference, 1990. http://dx.doi.org/10.4043/6242-ms.

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Azijul Islam, Md, Alinda Gupta, Niloy Gupta, and Tahsina Islam. "Laboratory Investigation of Soil Plugs in Open Ended Model Piles Driven into Sand." In International Foundations Congress and Equipment Expo 2021. American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483404.010.

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Al-Khazaali, Mohammed, Zhong Han, and Sai K. Vanapalli. "Modelling the Load-Settlement Behavior of Model Piles in Unsaturated Sand and Glacial Till." In Geotechnical and Structural Engineering Congress 2016. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479742.178.

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Stein, Philipp, Nils Hinzmann, and Jörg Gattermann. "Scale Model Investigations on Vibro Pile Driving." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77081.

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Monopiles installed by impact driving are the preferred system for the foundation of offshore wind turbines in water depths up to 40 m. The vibration technique as alternative installation method has big advantages regarding piling noise and installation time. Much experience exists for the design and installation of impact driven piles. Within the research project ZykLaMP, the lack of experience concerning vibrated monopiles shall be faced by means of large-scaled model investigations regarding the lateral load-bearing behavior. Therefore, open ended steel pipe piles (L = 2.4 m, Dpile = 0.6 m)
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Law Adams, Marie, and Daniel Adams. "The Choreography of Piling: Active Industry in the City." In 2016 ACSA International Conference. ACSA Press, 2016. http://dx.doi.org/10.35483/acsa.intl.2016.34.

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Gravel, salt, sand, cobbles, and scrap metal – dry bulk materials fundamental to making and maintaining the built environment – are piled in or around coastal cities. The pile is the architecture of the holding stage between a material’s arrival and accumulation from one mode (such as ship or rail) and its distribution into the city through another (most commonly, the truck). Although these piles often approach the scale of large buildings and natural landforms, and their presence is a fixture in the built environment, they are overlooked as a matter of design. In recent decades, some artists
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Alderlieste, Etienne A., Jelke Dijkstra, and A. Frits van Tol. "Experimental Investigation Into Pile Diameter Effects of Laterally Loaded Mono-Piles." In ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-50068.

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This paper presents the results of model tests on laterally loaded mono-pile foundations in sand. The tests have been performed in a geotechnical centrifuge. The objective of the research is to quantify large diameter effects of these mono-piles on the lateral capacity and the stiffness response for cyclic lateral loading. These large diameters are out of the validity range of the commonly used design methods. For this reason prototype pile diameters up to 4.4 m with a length over diameter ratio of 5 have been investigated. The results show an increase in pile diameter from Ds = 2.2 m to Dl =
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Reports on the topic "MODEL PILES IN SAND"

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Barksdale, Richard D. State of the Art for Design and Construction of Sand Compaction Piles. Defense Technical Information Center, 1987. http://dx.doi.org/10.21236/ada640407.

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Deaton and Frost. L51571 Pipe-Soil Interaction Tests on Sand and Soft Clay. Pipeline Research Council International, Inc. (PRCI), 1987. http://dx.doi.org/10.55274/r0010291.

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This project was performed to establish a basis for developing pipe-soil interaction models suitable for PRCI's pipeline design program: "PIPEDYN". Full-scale pipe-soil tests on loose and dense sand and soft clay were performed at the Norwegian Hydrotechnical Laboratory, affiliated with SINTEF. The program tested soil resistance to lateral motions of full-scale (0.5 m and 1.0 m OD) pipe sections on loose and dense sand and soft clay. A test rig was used with a soil flume 12.5 m long, 1.8 m wide, and 0.6 m high, and containing 13.5 m3 of sand or soft clay. Three control signals were applied to
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3

Calantoni, Joseph, and Allison M. Penko. Massively Scalable Mixture Model for Small-scale Sand Ripples. Defense Technical Information Center, 2011. http://dx.doi.org/10.21236/ada540430.

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Wang, Yao, Jeehee Lim, Rodrigo Salgado, Monica Prezzi, and Jeremy Hunter. Pile Stability Analysis in Soft or Loose Soils: Guidance on Foundation Design Assumptions with Respect to Loose or Soft Soil Effects on Pile Lateral Capacity and Stability. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317387.

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The design of laterally loaded piles is often done in practice using the p-y method with API p-y curves representing the behavior of soil at discretized points along the pile length. To account for pile-soil-pile interaction in pile groups, AASHTO (2020) proposes the use of p-multipliers to modify the p-y curves. In this research, we explored, in depth, the design of lateral loaded piles and pile groups using both the Finite Element (FE) method and the p-y method to determine under what conditions pile stability problems were likely to occur. The analyses considered a wide range of design scen
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Restrepo, J. M., and J. L. Bona. Discretization of a model for the formation of longshore sand ridges. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/204227.

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Restrepo, J. M., and J. L. Bona. Model for the formation of longshore sand ridges on the continental shelf. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/205053.

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Restrepo, J. M., and J. L. Bona. Model for the Formation and Evolution of Sand Ridges on the Continental Shelf. Defense Technical Information Center, 1992. http://dx.doi.org/10.21236/ada256618.

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Gomez, Jesus E., George M. Filz, and Robert M. Ebeling. Extended Load/Unload/Reload Hyperbolic Model for Interfaces: Parameter Values and Model Performance for the Contact Between Concrete and Coarse Sand. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada392683.

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Amos, C. L. The Comparison Between Observed and Predicted Sediment Transport For the Radio-Active Sand Tracer Study and SED1D Model Upgrading. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1986. http://dx.doi.org/10.4095/126107.

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Restrepo, J. M., and J. L. Bona. Structure and behavior of triad interactions for a Boussinesq system arising in a model for the formation sand ridges. Office of Scientific and Technical Information (OSTI), 1993. http://dx.doi.org/10.2172/205209.

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