Academic literature on the topic 'Piling (Civil engineering) Testing Mathematical models'
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Journal articles on the topic "Piling (Civil engineering) Testing Mathematical models"
Andjelkovic, Vladimir, Zarko Lazarevic, and Velimir Nedovic. "Application of analogous models in civil engineering." Facta universitatis - series: Architecture and Civil Engineering 9, no. 3 (2011): 395–405. http://dx.doi.org/10.2298/fuace1103395a.
Full textAbdallah, Wafaa, Jacqueline Saliba, Ziubir-Mehdi Sbartaï, Marwan Sadek, Fadi Hage Chehade, and S. Mohammed ElAchachi. "Reliability analysis of non-destructive testing models within a probabilistic approach." MATEC Web of Conferences 281 (2019): 04003. http://dx.doi.org/10.1051/matecconf/201928104003.
Full textBouaanani, Najib, Patrick Paultre, and Jean Proulx. "Dynamic response of a concrete dam impounding an ice-covered reservoir: Part I. Mathematical modelling." Canadian Journal of Civil Engineering 31, no. 6 (December 1, 2004): 956–64. http://dx.doi.org/10.1139/l04-075.
Full textChang, Ying, Lin Zhao, and Yaojun Ge. "Theoretical and testing investigation of wind–rain coupling loads on some typical bluff bodies." Advances in Structural Engineering 22, no. 1 (June 18, 2018): 156–71. http://dx.doi.org/10.1177/1369433218781953.
Full textBuchta, Vojtech. "Experimental Testing the Interaction of Fiber-Concrete Foundation Slab and Subsoil and Compare the Results with Numerical Models." Advanced Materials Research 1020 (October 2014): 227–32. http://dx.doi.org/10.4028/www.scientific.net/amr.1020.227.
Full textLi, Yi, Chao Li, Qiu-Sheng Li, Yong-Gui Li, and Fu-Bin Chen. "Refined Mathematical Models for Across-Wind Loads of Rectangular Tall Buildings with Aerodynamic Modifications." International Journal of Structural Stability and Dynamics 21, no. 09 (May 20, 2021): 2150131. http://dx.doi.org/10.1142/s0219455421501315.
Full textPapadimitriou, Stavros, and Charisma F. Choudhury. "Transferability of Car-Following Models Between Driving Simulator and Field Traffic." Transportation Research Record: Journal of the Transportation Research Board 2623, no. 1 (January 2017): 60–72. http://dx.doi.org/10.3141/2623-07.
Full textKimball, Colin E. "Evaluating Groundwater Pollution Susceptibility of Dust Suppressants and Roadbed Stabilizers: Case Study of a Petroleum-Based Product." Transportation Research Record: Journal of the Transportation Research Board 1589, no. 1 (January 1997): 64–69. http://dx.doi.org/10.3141/1589-11.
Full textBaltrušaitis, Andrius, Audrius Vaitkus, and Juris Smirnovs. "Asphalt Layer Density and Air Voids Content: GPR and Laboratory Testing Data Reliance." Baltic Journal of Road and Bridge Engineering 15, no. 3 (August 14, 2020): 93–110. http://dx.doi.org/10.7250/bjrbe.2020-15.486.
Full textManikrishna*, K. S. G. V., Veluru Sridevi, Sri Himaja Pamu, M. Tukaram Bai, and K. S. NV Prasad. "Biosorption of Malachite Green Dye from Wastewater with Henfeathers -Analysis of Various Mathematical Models Wrt Continuous Adsorption." International Journal of Innovative Technology and Exploring Engineering 10, no. 10 (August 30, 2021): 15–23. http://dx.doi.org/10.35940/ijitee.j9387.08101021.
Full textDissertations / Theses on the topic "Piling (Civil engineering) Testing Mathematical models"
Wong, Man-kie, and 黃文基. "A study of capacity predictions for driven piles by dynamic pile testing." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2006. http://hub.hku.hk/bib/B37106120.
Full textChin, Victor B. L. "The dynamic response of pile-soil interfaces during pile driving and dynamic testing events." Monash University, Dept. of Civil Engineering, 2003. http://arrow.monash.edu.au/hdl/1959.1/9421.
Full text郭大江 and Dajiang Guo. "Infinite layer method and its application to the analysis of pile systems." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1988. http://hub.hku.hk/bib/B31231147.
Full textFett, Elise H. 1962. "AN INTEGRATED PROGRAM FOR THE DESIGN OF GROUP PILE SYSTEMS." Thesis, The University of Arizona, 1987. http://hdl.handle.net/10150/276410.
Full textRaparelli, Raymond Q. "Modal analysis applied to the nondestructive characterization of pile lengths." Thesis, Georgia Institute of Technology, 1996. http://hdl.handle.net/1853/20011.
Full textBrown, Rollins Patrick. "Predicting the ultimate axial resistance of single driven piles." Access restricted to users with UT Austin EID Full text (PDF) from UMI/Dissertation Abstracts International, 2001. http://wwwlib.umi.com/cr/utexas/fullcit?p3025000.
Full textBarrows, Richard James. "Two Dimensional Finite Element Modeling of Swift Delta Soil Nail Wall by "ABAQUS"." PDXScholar, 1994. https://pdxscholar.library.pdx.edu/open_access_etds/4741.
Full textLevy, 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.
Full textLaws, Nathan. "A Parabolic Equation Analysis of the Underwater Noise Radiated by Impact Pile Driving." PDXScholar, 2013. https://pdxscholar.library.pdx.edu/open_access_etds/1083.
Full textMattos, Carlos Eduardo Lourenço. "Metodologia de ensaio de fluência em cabos de transmissão de energia elétrica." Universidade Tecnológica Federal do Paraná, 2015. http://repositorio.utfpr.edu.br/jspui/handle/1/1360.
Full textOverhead Transmission Line construction projects have a great environmental impact and require a large financial investment. This research aims, through laboratory tests, to improve the method of determining the creep of power cables and OPGW (Optical Ground Wire) that has been utilized in Brazil for the last thirty years, as well as analyze the effects on the construction of overhead transmission lines. It will provide greater reliability to the overhead transmission line system, since the design, construction, operation and maintenance of transmission lines depend on the mechanical performance of the conductors. In conclusion, the proposed methodology provides more reliable final results compared to the current standardized procedure and its use in overhead transmission line projects could reduce construction costs, increase the ampacity, as well as reduce the risks to which people are subject when exposed to electric and electromagnetic fields generated by power lines.
Books on the topic "Piling (Civil engineering) Testing Mathematical models"
Paikowsky, Samuel G. Extrapolation of pile capacity from non-failed load tests. McLean, Va: Turner-Fairbank Highway Research Center, 1999.
Find full textModak, Sukomal. Determination of rheological parameters of pile foundations for bridges for earthquake analysis. [Olympia]: Washington State Dept. of Transportation, 1997.
Find full textCofer, William F. Determination of rheological parameters of pile foundations for bridges for earthquake analysis. [Olympia]: Washington State Dept. of Transportation, 1997.
Find full textInternational Conference on Vibratory Pile Driving and Deep Soil Compaction (2000 Louvain-la-Neuve, Belgium). Vibratory pile driving and deep soil compaction: TRANSVIB2002 ; proceedings of the International Conference on Vibratory Pile Driving and Deep Soil Compaction, Louvain-la-Neuve, Belgium, 9-10 September 2002. Lisse: Balkema, 2002.
Find full textFredlund, D. G. Unsaturated soil mechanics in engineering practice. Hoboken, N.J: John Wiley & Sons, 2012.
Find full textF, Van Impe W., ed. Single piles and pile groups under lateral loading. Rotterdam: Balkema, 2001.
Find full textpétrole, Institut français du, and Laboratoire central des ponts et chaussées., eds. Numerical methods in offshore piling: 3rd international conference, Nantes, May 21-22 1986 = Méthodes numériques de calcul des pieux pour les ouvrages en mer : 3e colloque international, Nantes, 21-22 Mai 1986. Paris: Technip, 1986.
Find full textFinite Element Analysis and Design of Metal Structures. Elsevier Science & Technology, 2013.
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