Relevant bibliographies by topics / Pile performance

Contents

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

Academic literature on the topic 'Pile performance'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Pile performance"

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Teji, Biya Degefu, and Argaw Asha Ashango. "Performance Optimization of Piled Raft Foundations in Layered Soil under Uniform Vertical Loading Using Plaxis 3D." Advances in Materials Science and Engineering 2023 (November 20, 2023): 1–11. http://dx.doi.org/10.1155/2023/6693876.

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Piled raft foundations are composite foundations that combine piles and raft to support civil engineering structure and to reduce the settlement. The data were obtained from Addis Ababa, Ethiopia. In this study, the effects of raft thickness, number of piles, pile length, spacing of piles, and pile diameter on the response of piled-raft foundations were investigated using the finite element-based program Plaxis 3D for layered soils (medium to very stiff high plastic silty clay and medium to very dense silty sand soil) subjected to uniform vertical loading. The results showed that increasing th
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Li, Zheming, Malcolm D. Bolton, and Stuart K. Haigh. "Cyclic axial behaviour of piles and pile groups in sand." Canadian Geotechnical Journal 49, no. 9 (2012): 1074–87. http://dx.doi.org/10.1139/t2012-070.

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Piled foundations are often subjected to cyclic axial loads. This is particularly true for the piles of offshore structures, which are subjected to rocking motions caused by wind or wave actions, and for those of transport structures, which are subjected to traffic loads. As a result of these cyclic loads, excessive differential or absolute settlements may be induced during the piles’ service life. In the research presented here, centrifuge modelling of single piles and pile groups was conducted to investigate the influence of cyclic axial loads on the performance of piled foundations. The inf
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Xiong, Wenlin, Zihang Li, Dan Hu, and Fen Li. "Performance Analysis of Pile Group Installation in Saturated Clay." Applied Sciences 14, no. 18 (2024): 8321. http://dx.doi.org/10.3390/app14188321.

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In offshore pile engineering, the installation of jacked piles generates compaction effects within soil, thus further affecting previously installed adjacent piles. This study proposes a three-dimensional numerical model for pile group installation, soil consolidation, and loading analysis. Subsequently, the effect of pile spacing and pile length-to-diameter ratio on the deformation, internal forces, and vertical bearing capacity of adjacent piles are investigated. The results indicate that with an increase in pile center distance, the peak lateral displacement of the adjacent piles decreases,
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Leung, C. F,, C. W. Ong, and K. Y. Yong. "Effect of Tunneling on Adjacent Piled Foundation in Clay." Journal of Civil Engineering and Construction 8, no. 1 (2019): 19–24. http://dx.doi.org/10.32732/jcec.2019.8.1.19.

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Soil movements arising from tunnel excavation may induce severe stresses on adjacent piled foundations. This paper investigates the behavior of piles due to nearby tunneling in soft clay using centrifuge modeling technique. Centrifuge modeling has an advantage that the consolidation time of the clay under forced gravity field can be expedited significantly to study the long term performance of a pile due to tunneling. The types of piles investigated in the present study include floating pile, socketed pile and end bearing piles with different pile head conditions. The test results on the induc
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Paikowsky, Samuel G., and Robert V. Whitman. "The effects of plugging on pile performance and design." Canadian Geotechnical Journal 27, no. 4 (1990): 429–40. http://dx.doi.org/10.1139/t90-059.

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During installation of open-pipe piles, soil enters the pile until the inner-soil cylinder develops sufficient resistance to prevent further soil intrusion and the pile becomes "plugged." In spite of its frequent occurrence, only limited attention has thus far been given to this phenomenon and its consequences. The effects of plugging on pile performance and design are examined in reference to the following aspects: ultimate static capacity, time-dependent pile capacity, and dynamic behavior. Pile plugging is shown to have the following effects: marked contribution to the capacity of piles dri
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Kumar Malviya, Dinesh, and Manojit Samanta. "Performance of unequal piled raft under vertical loading in cohesionless medium." IOP Conference Series: Earth and Environmental Science 1336, no. 1 (2024): 012036. http://dx.doi.org/10.1088/1755-1315/1336/1/012036.

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Abstract The performance of piled rafts with unequal pile lengths in cohesionless soil under vertical loading was investigated in the present study through experimental and numerical analysis. A pattern function is used to define the pile length arrangement. The motivation for considering such a function is to ensure that the varying pile lengths follow a suitable geometric pattern, and it does not obstruct the construction practice in field applications. The piles at different locations within the raft were equipped with strain gauges to observe the strain distribution along their lengths dur
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Samirsinh, P. Parmar. "A Review on Piled- Raft Foundation analysis methods and Recommendations in Research." Research and Review: Journal of Structural and Building Construction 1, no. 1 (2025): 1–20. https://doi.org/10.5281/zenodo.14807735.

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<em>Piled raft foundations have gained significant popularity in recent years due to their ability to enhance bearing capacity, minimize settlement, and mitigate differential deflection. This foundation system efficiently distributes structural loads, with the raft directly transferring part of the load to the soil while the piles contribute through skin friction. Compared to conventional pile foundations, piled raft foundations offer economic advantages by allowing pile termination at higher elevations without penetrating the full depth of weak soil layers. However, they exhibit more settleme
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B., M. Kalbande, I. Dhatrak A., and W. Thakare S. "Experimental Assessment of Performance of XCC Pile in Sand." International Journal of Engineering and Advanced Technology (IJEAT) 9, no. 3 (2020): 4346–51. https://doi.org/10.35940/ijeat.C6244.029320.

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XCC (X-Section Cast in place Concrete) pile is new type of pile developed on the basis of cast-in-place pile from the conventional circular pile and capable of resisting displacement. In this study, an attempt is made to investigate the performance of XCC Pile under different loading conditions viz., vertical loading, lateral loading and uplift loading. Experimental investigation is carried out on small scale model piles embedded in sand, by changing type of loading and distance between arc to diameter ratio of the pile. The relative density of soil, type of soil and spacing between the piles
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Qian, Yongmei, Hualong Li, Wei Tian, et al. "Effect of Pile Spacing on Load Bearing Performance of NT-CEP Pile Group Foundation." Buildings 15, no. 9 (2025): 1404. https://doi.org/10.3390/buildings15091404.

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The NT-CEP pile is an innovative type of pile that builds upon the conventional concrete straight-hole cast-in-place pile. It primarily consists of two components: the main pile and the bearing plate. The key factors influencing its load-bearing capacity include the pile diameter, the cantilever dimensions of the bearing plate, and the slope of the bearing plate’s foot, among others. The pile spacing significantly influences the bearing capacity of NT-CEP pile group foundations. The overall bearing capacity of an NT-CEP pile group foundation is not merely the sum of the ultimate bearing capaci
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Xie, Yunfei, Shichun Chi, and Maohua Wang. "Influence of Variable Rigidity Design of Piled Raft Foundation on Seismic Performance of Buildings." Mathematical Problems in Engineering 2020 (March 14, 2020): 1–13. http://dx.doi.org/10.1155/2020/1780197.

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In order to reduce the costs and improve the overall performance of building systems, the static optimized design with variable rigidity of piled raft foundations has been widely used in recent years. Variable rigidity design of piled raft foundations that support midrise buildings in high-risk seismic zones can alter the dynamic characteristics of the soil-pile-structure system during an earthquake due to soil-pile-structure interaction. To investigate these aspects, a nuclear power plant sitting on multilayered soil is simulated numerically. The paper describes a numerical modeling technique
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Dissertations / Theses on the topic "Pile performance"

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Pam, Hoat Joen. "Seismic performance of prestressed concrete piles and pile-pile cap connections." Thesis, University of Canterbury. Civil Engineering, 1987. http://hdl.handle.net/10092/7634.

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The performance, strength and ductility of prestressed concrete piles, and their connection to pile caps, subjected to severe seismic loading are investigated in this thesis. Knowledge of the strength and ductility of the pile within its embedded length in the foundation material is of importance due to the large deformations which can occur during an earthquake, particularly at the interface of hard and soft layers of foundation material. Connection details are of interest since high moments, shears and axial forces need to be transferred to pile caps during earthquake loading. Two series o
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Al-Defae, Asad Hafudh Humaish. "Seismic performance of pile-reinforced slopes." Thesis, University of Dundee, 2013. https://discovery.dundee.ac.uk/en/studentTheses/829dd554-a7e9-4c61-9206-01909793666c.

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Shallow embankment slopes are commonly used to support elements of transport infrastructure in seismic regions. In this thesis, the seismic performance of such slopes in non-liquefiable granular soils has been investigated and an extensive programme of centrifuge testing was conducted to quantify the improvements to seismic slope performance which can be achieved by installing a row of discretely spaced vertical precast concrete piles. This study focussed on permanent movement and dynamic response at different positions within the slope, especially at the crest, which would form key inputs int
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Ha, Inho. "Seismic performance of CIDH pile supported foundation /." Diss., Connect to a 24 p. preview or request complete full text in PDF format. Access restricted to UC IP addresses, 2002. http://wwwlib.umi.com/cr/ucsd/fullcit?p3059909.

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Alderiso, Jenna Marie. "A Polished Pile of Dirt." VCU Scholars Compass, 2018. https://scholarscompass.vcu.edu/etd/5386.

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Grief has a way of changing shape. It has the ability to take on qualities of physical illness and the emotional distraught. At times it is visible and others it is hidden. My work focuses on the physical and psychological effects of loss. There are themes of memory, intimacy, and mortality surfacing within my work with clay, highlighting the synonymous nature of the material to the human body. I often look to my family history, and to photographs as a means of dissecting my present body.
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Zhou, Jialin. "Performance of Full Scale Tests of Piles in Different Soil Conditions." Thesis, Griffith University, 2018. http://hdl.handle.net/10072/381531.

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With the soaring requirement for building space in metropolises, high-rise buildings are becoming increasingly popular. Pile foundations can resist more loading through end bearing and friction resistance than can shallow foundations; hence, the use of pile foundations is more common. As a structural element that transfers the loads from upper structures into the soil layers, piles can be categorised into precast piles and cast-in-situ piles. As a result of their numerous advantages—such as convenience of construction without considering the transfer of piles, cost and schedule of construction
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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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Greenwood, Steven Michael. "Analytical performance evaluation of hollow prestressed piles and pile-cap connections in the I-5 Ravenna Bridge." Pullman, Wash. : Washington State University, 2008. http://www.dissertations.wsu.edu/Thesis/Fall2008/S_Greenwood_012608.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, December 2008.<br>Title from PDF title page (viewed on Apr. 8, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 136-140).
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Xia, Yuzhen. "Carbone fonctionnalisé pour une meilleure performance des piles à combustible." Thesis, Université de Lorraine, 2014. http://www.theses.fr/2014LORR0116/document.

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Dans le contenu de l’amélioration des performances des piles à combustible, des catalyseurs Pt/Vulcan ont été greffés soit avec du polystyrène sulfonate (PSSA) soit avec de l'acide 4-phenysulfonique (PSA). L'influence du ratio du greffage, de la couche de diffusion de gaz et de la qualité de Nafion, sur les performances électrochimiques ont été étudiées en demi-pile et en assemblage membrane-électrodes (AME). La surface électrochimique du catalyseur a été améliorée en présence de la couche microporeuse sur le papier carboné en tant que couche de diffusion de gaz, aussi une densité de courant s
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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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Matsson, Ingvar. "Studies of Nuclear Fuel Performance Using On-site Gamma-ray Spectroscopy and In-pile Measurements." Doctoral thesis, Uppsala : Acta Universitatis Upsaliensis : Univ.-bibl. [distributör], 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-6912.

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Books on the topic "Pile performance"

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Center, Turner-Fairbank Highway Research, and Goble, Rausche, Likins and Associates., eds. The Performance of pile driving systems: Inspection manual. U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 1986.

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Winter, Charles J. Investigation of standard penetration torque testing (SPT-T) to predict pile performance. Wisconsin Highway Research Program, University of Wisconsin-Madison, 2005.

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Stephens, Jerry E. Performance of steel pipe pile-to-concrete bent cap connections subject to seismic or high transverse loading, phase II: Final report. Montana Dept. of Transportation, 2005.

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Stephens, Jerry E. Performance of steel pipe pile-to-concrete bent cap connections subject to seismic or high transverse loading, phase II: Project summary report. Montana Dept. of Transportation, 2005.

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W, Boulanger Ross, Tokimatsu Kohji, University of California, Berkeley. Earthquake Engineering Research Center., American Society of Civil Engineers. Geo-Institute., and Tōkyō Kōgyō Daigaku. Toshi Jishin Kōgaku Sentā., eds. Seismic performance and simulation of pile foundations in liquefield and laterally spreading ground: Proceedings of a workshop, March 16-18, 2005, University of California, Davis, California. American Society of Civil Engineers, 2005.

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Codesal, Javier. Tras la piel. Diputación General de Aragón, 1995.

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Thomas, Richard W. Performance of corrugated pipe manufactured with recycled polyethylene content. Transportation Research Board, 2011.

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Moser, A. P. Evaluation of polyvinyl chloride (PVC) pipe performance. The Foundation and American Water Works Association, 1994.

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Marx, Donald H. Triadimefon and Pisolithus ectomycorrhizae affect second-year field performance of loblolly pine. U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1987.

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Marx, Donald H. Triadimefon and Pisolithus ectomycorrhizae affect second-year field performance of loblolly pine. U.S. Dept. of Agriculture, Forest Service, Southeastern Forest Experiment Station, 1987.

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Book chapters on the topic "Pile performance"

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Chen, Hongwei, Jinghong Zhang, Taotao Mei, and Fei Niu. "Comparative Study on Chinese and Foreign Earth Pressure Calculation Methods for Pipe-Sheet Composite Wharf Structure." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-2417-8_5.

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AbstractPipe-sheet combination structure is a novel form of wharf structure, which utilizes steel pipe piles with better performance as the main stress components to withstand lateral pressures such as water pressure and earth pressure, and low-cost steel sheet piles as the linking structure to form a pipe-sheet combination wall, which to a certain extent can take into account both the performance and the cost issues, but whether the pipe-sheet combination structure can be adapted to the design and use of the large-scale berths of the wharf under the deep-water environment has always been a co
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Liang, Hao, Chang Liu, and Xiuqing Yan. "Reliability Analysis on Horizontal Bearing of Pile Foundation in Sloping Ground Based on Active Learning Kriging Model." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_38.

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AbstractThe uncertainty of pile and soil and slope effect are two of the major factors affecting the horizontal bearing capacity of piles of transmission tower in sloping ground. In order to analyze the influence of the two factors on the reliability of pile, this paper proposes a reliability analysis method for horizontal bearing of pile foundation in sloping ground based on proxy model. Firstly, the analytical model of horizontal bearing of the pile foundation in sloping ground was derived, and corresponding performance functions were constructed. Secondly, by combining Kriging model method
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Zang, Wanjun, and Jiang Wen. "Analysis of Slurry Ratio of Rotary Digging Pile in Deep Sand Layer." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_11.

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AbstractSlurry ratio is a crucial link in the construction of bored pile, which directly determines the quality of bored pile. In order to determine the key performance parameters of the slurry required to form piles in the deep sand layer, relying on Huizhou north station engineering, an orthogonal test of slurry proportioning was designed and carried out, and SPSS statistical analysis software was used to carry out bivariate correlation analysis and multivariate stepwise analysis of the test results, combined with the slurry performance index test regression equation and using MATLAB softwar
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Chapman, G. A., and J. P. Wagstaff. "Predictions of pile performance using dynamic testing." In Application of Stress-Wave Theory to Piles. Routledge, 2022. http://dx.doi.org/10.1201/9781315137544-80.

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Cesaro, R., R. Di Laora, C. Iodice, and A. Mandolini. "Performance-based interaction domains for pile groups." In Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. CRC Press, 2024. http://dx.doi.org/10.1201/9781003431749-47.

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Everett, J. P. "Load transfer functions and pile performance modelling." In Geotechnics in the African Environment. Routledge, 2022. http://dx.doi.org/10.1201/9780203753330-34.

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Orientilize, Mulia, Widjojo Adi Prakoso, Yuskar Lase, and Carolina Kalmei Nando. "The Behaviour of Low Confinement Spun Pile to Pile Cap Connection." 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_97.

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Karthik Ramnarayan, S., S. A. Sannasiraj, and V. Sundar. "Hydrodynamic Performance of Pile Supported Breakwaters—A Review." In APAC 2019. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0291-0_127.

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Ilyas, T., C. F. Leung, Y. K. Chow, and Budi S. Soepandji. "Performance of laterally loaded pile group in clay." In Physical Modelling in Geotechnics. Routledge, 2022. http://dx.doi.org/10.1201/9780203743362-127.

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Sinha, Raunak, S. P. Dave, and S. R. Singh. "Lateral Performance of Helical Pile in Cohesionless Soil." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4005-3_34.

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Conference papers on the topic "Pile performance"

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Wang, yuyu, and dehu Qu. "Analysis of heat transfer performance of stepped phase change material energy pile." In International Conference on New Materials, Machinery, and Vehicle Engineering 2024, edited by Jinyang Xu and J. Paulo Davim. SPIE, 2024. http://dx.doi.org/10.1117/12.3055276.

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Lau, Kingsley, Rodney G. Powers, and Alberto A. Sagüés. "Corrosion Performance of Concrete Cylinder Piles." In CORROSION 2006. NACE International, 2006. https://doi.org/10.5006/c2006-06335.

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Abstract Concrete cylinder piles produced by a centrifugally cast, vibrated, roller-compacted process have shown promising corrosion resistance in marine environments. Three bridges in the Florida panhandle with ~40 years in aggressive marine service and one newly constructed marine bridge utilizing concrete cylinder piles were examined. Examination of the older marine bridges showed minimal corrosion distress despite low design concrete cover over the steel hoop reinforcement (2-4 cm). Typical concrete distress included minor rust staining (not necessarily indicating corrosion of reinforcemen
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Tao, Guilan, Qingquan Zhou, and Zhaoyang Qiao. "Seismic Performance of PHC Pipe Piles Considering Soil-pile Interaction." In 2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017). Atlantis Press, 2017. http://dx.doi.org/10.2991/iceesd-17.2017.62.

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Vu Quoc, Tran, and Cham Wee Meng. "Performance of Driven Spun Piles from Pile Load Tests." In International Symposium on Advances in Foundation Engineering. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-4623-0_sy-174.

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Wang, Ning, Ahmed Elgamal, Xiaojun Li, and Jinchi Lu. "Effect of Pile Diameter on the Seismic Performance of Pile Foundation." In Seventh China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480342.040.

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Endley, Shailendra N., Wayne Dunlap, David Knuckey, Jeffrey Allen, and Karun Sreerama. "Settlement of Pile Supported Mat Foundations." In Specialty Conference on Performance Confirmation of Constructed Geotechnical Facilities. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40486(300)5.

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Erzene, A. Yuşa, and Baran Toprak. "Evaluation of vertical bearing performance of piles with elastic pile cap." In 3rd International Civil Engineering and Architecture Conference. Golden Light Publishing, 2023. http://dx.doi.org/10.31462/icearc.2023.geo546.

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Lehman, Dawn E., Emily Brackmann, Amanda Jellin, and Charles W. Roeder. "Seismic Performance of Pile-Wharf Connections." In Technical Council on Lifeline Earthquake Engineering Conference (TCLEE) 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41050(357)82.

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"Seismic Performance of Pile-Supported Wharves." In SP-295: Recent Advances in the Design of Prestressed Concrete Piles in Marine Structures in Seismic Regions. American Concrete Institute, 2013. http://dx.doi.org/10.14359/51686344.

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Cubrinovski, Misko, and Kenji Ishihara. "Assessment of Pile Group Response to Lateral Spreading by Single Pile Analysis." In Workshop on Seismic Performance and Simulation of Pile Foundations in Liquefied and Laterally Spreading Ground. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40822(184)20.

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Reports on the topic "Pile performance"

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J.C. Crepeau, J.L. Rempe, J.E. Daw, D.L. Knudson: K.G. Condie, and S.C. Wilkins. Enhancements to High Temperature In-Pile Thermocouple Performance. Office of Scientific and Technical Information (OSTI), 2008. http://dx.doi.org/10.2172/926725.

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J. C. Crepeau, J. L. Rempe, J. E. Daw, D. L. Knudson, K. G. Condie, and S. C. Wilkins. Enhancements to High Temperature In-Pile Thermocouple Performance. Office of Scientific and Technical Information (OSTI), 2008. http://dx.doi.org/10.2172/935460.

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Skifton, Richard, Lance Hone, Scott Riley, Brian Jaques, and Lan LI. Out-of-pile performance of High Temperature Irradiation Resistant and Cladding Thermocouples. Office of Scientific and Technical Information (OSTI), 2019. http://dx.doi.org/10.2172/1668372.

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Ebeling, Robert, Barry White, John Hite та ін. Load and resistance factors from reliability analysis Probability of Unsatisfactory Performance (PUP) of flood mitigation, batter pile-founded T-Walls given a target reliability index (𝛽). Engineer Research and Development Center (U.S.), 2023. http://dx.doi.org/10.21079/11681/47245.

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This technical report documents the research and development (R&amp;D) study in support of the development of a combined Load and Resistance Factor Design (LRFD) methodology that accommodates both geotechnical and structural design limit states for design of the US Army Corps of Engineers (USACE) batter pile-founded, reinforced concrete flood walls. Development of the required reliability and corresponding LRFD procedures has been progressing slowly in the geotechnical topic area as compared to those for structural limit state considerations, and therefore this has been the focus of this first
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Marinucci, Antonio. ACIP Pile Installation, Installation Monitoring, Full-scale Load Testing, and Extraction Program. Deep Foundations Institute, 2017. http://dx.doi.org/10.37308/cpf-2016-acip-1.

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The Augered Cast-In-Place (ACIP) Pile Committee of the Deep Foundations Institute (DFI) performed a foundation installation, monitoring, performance and extraction program for ACIP piles in the fall of 2016. The purpose of the project was to demonstrate a fully monitored installation of instrumented 18 in (457 mm) and 24 in (610 mm) diameter ACIP piles, including automated monitoring equipment (AME); post-installation thermal integrity profiling (TIP) measurements; compression, tension, and lateral load testing (including monitoring of strain gages embedded along the compression pile shaft); a
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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, 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. Us
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Bailey, Michael P., Allan D. Crane, and J. P. Miluski. The Prowler IADS Performance Evaluation Tool (PIPE). Defense Technical Information Center, 1994. http://dx.doi.org/10.21236/ada282994.

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Ruschau and Beavers. L51898 Performance of Blistered FBE-Coated Pipe. Pipeline Research Council International, Inc. (PRCI), 2001. http://dx.doi.org/10.55274/r0011245.

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The industry needs to enable field operators to make informed decisions about remedial actions to take when an FBE-coated pipeline is excavated and blisters are found. The objectives of this study were to determine the corrosion rate of steel beneath blistered but holiday-free FBE coatings in order to determine the effectiveness of cathodic protection through these coatings, and to evaluate the effect of increased levels of cathodic protection on the rate of degradation of these coatings.
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9

Turner, Andrew. Effect of Coupling on A-Walls for Slope Stabilization. Deep Foundations Institute, 2018. http://dx.doi.org/10.37308/cpf-2015-land-1.

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A-Walls are retaining structures composed of at least two rows of regularly spaced deep foundation elements battered in opposing directions and connected through a grade beam to mitigate movements of a slope or embankment on soft soils. While A-Walls are commonly constructed using micropiles, they can be constructed using any type of deep foundation element. For example, Gómez, et al. ( 2013) described the use of a large A-Wall for mitigation of lateral movements of the North Plaza of the Jefferson Memorial in Washington, D.C. The lateral movements accompanied settlement of the edge of the fil
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Mahlberg, Justin A., Raja Manish, Yerassyl Koshan, et al. Salt Monitoring and Reporting Technology (SMART) for Salt Stockpile Inventory Reporting. Purdue University, 2023. http://dx.doi.org/10.5703/1288284317650.

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Transportation agencies in northern environments spend a considerable amount of their budget on salt for winter operations. For example, in the state of Indiana, there are approximately 120 salt storage facilities distributed throughout the state and the state expends between 30 M USD and 60 M USD on inventory and delivery each year. Historical techniques of relying on visual estimates of salt stockpiles can be inaccurate and unhelpful for managing the supply chain during the winter or planning for re-supply during the summer months. This project report describes the implementation of a portab
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