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Relevant bibliographies by topics / Bridges Piling (Civil engineering)

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Academic literature on the topic 'Bridges Piling (Civil engineering)'

Author: Grafiati

Published: 4 June 2021

Last updated: 9 February 2022

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Journal articles on the topic "Bridges Piling (Civil engineering)"

1

Shdid, Caesar Abi, Marcus H. Ansley, and H. R. Hamilton. "Visual Rating and Strength Testing of 40-Year-Old Precast Prestressed Concrete Bridge Piling." Transportation Research Record: Journal of the Transportation Research Board 1975, no. 1 (2006): 2–9. http://dx.doi.org/10.1177/0361198106197500101.

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Witzany, Jiri, and Tomas Cejka. "RELIABILITY AND FAILURE RESISTANCE OF THE STONE BRIDGE STRUCTURE OF CHARLES BRIDGE DURING FLOODS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 13, no. 3 (2007): 227–36. http://dx.doi.org/10.3846/13923730.2007.9636441.

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The most frequent damage and collapse of some of the spans of Charles Bridge during floods occurred namely in its central part which was exposed to an intense flow of backwater and erosion of the bridge pier footing bottom, which the originally relatively shallow foundations of the piers on boxes were not able to resist for a longer time (the floods of 1432, 1496, 1784, 1890). The stone vault bridge structure was damaged due to scouring of the bridge piers foundations, their successive tilting and settlement accompanied by degradation, and finally collapse of the adjoining bridge vaults. The foundation of piers on caissons and execution of caisson rings in 1892 and 1902 to 1904 in this part of the bridge, together with measures avoiding the piling up of objects in front of the bridge, enabled the bridge to withstand the impact of more than a hundred‐year flood during the events of August 2002. The numerical analysis proved an extreme sensitivity of the stone vault bridge structure to the effects of changes in the footing bottom shape. Due to the changes in the footing bottom (angular rotation, subsidence, shifting), normal and shear stresses arise in the stone vault bridge structure, and exceed the load‐bearing capacity of the masonry causing its disintegration. The fundamental measure to prevent the bridge vaults from failure due to the changes in the footing bottom shape is to secure reliably the bridge piers foundations. The increased rigidity of the stone bridge structure achieved by the interaction with the additionally inserted reinforcing structure and by bracing the bridge body filler does not ensure the reliability and safety of the bridge structure from flood‐related failures.

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Holland, G. R. "Piling Methods – Pros and Cons." Structural Survey 12, no. 3 (1994): 27–28. http://dx.doi.org/10.1108/02630809410055737.

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4

Harris, Devin K., Amir Gheitasi, Theresa M. Ahlborn, and Kevin A. Mears. "Evaluation of Properties of Constructed Tubular-Steel Cast-in-Place Pilings." Transportation Research Record: Journal of the Transportation Research Board 2363, no. 1 (2013): 36–46. http://dx.doi.org/10.3141/2363-05.

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Bridge foundations contribute significantly to the serviceability and efficiency of in-service transportation networks. Foundation failure may lead to catastrophic failure of the entire structure, which in turn results in system failure, loss of life, and detours. When the soil within ground surface layers fails to satisfy the bearing capacity requirements, deep foundations such as tubular-steel concrete-filled piles are commonly used in practice. A challenge that often exists with these systems is the uncertainty surrounding in-service capacity as well as condition, which is difficult to determine from the surface. As a consequence, transportation agencies such as the Wisconsin Department of Transportation use conservative approaches, such as neglecting the tubular-steel contribution or bounding the compressive strength of the core concrete, to design these systems. This approach, while effective for safety, can yield overly conservative and costly designs. The main purpose of this investigation was to evaluate the behavior of tubular-steel, concrete-filled, cast-in-place pilings, with a concentration on the compressive strength and composite behavior between concrete core and steel shell. In this regard, a series of experimental studies, including composite and noncomposite compression loading, core samples, push-through, and flexural testing together with a compatible finite element analysis, were conducted on a series of field-cast piles with different geometrical properties. The results indicated that the steel shell made a significant contribution to the axial loading capacity of the cast-in-place piles. Moreover, no evidence of bond loss was observed during the corresponding experimental studies.

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5

Rodway, L. E. "Testing of zero-slump piling concrete." Canadian Journal of Civil Engineering 14, no. 3 (1987): 308–13. http://dx.doi.org/10.1139/l87-049.

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For several years it had been noted in the field that in the absence of an accepted, rational standard method for testing impact-placed zero-slump piling concrete, a variety of strength levels were produced from the same sample of fresh concrete depending upon which of a variety of test methods happened to be used. Finally, in 1977 the Canadian Standards Association published a standard method. This method subsequently proved ambiguous and impractical in practice to many field engineers.This paper presents the results of a laboratory and field study conducted during 1985 directed at the rational development of a practical test method to realistically predict the appropriate concrete strength, [Formula: see text], to be used in the calculation of the structural load-carrying capacity of this type of pile. Key words: zero slump, impact piles, energy input, vibration, compaction, concrete strength.

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Smith, James A. "Discussion: Testing of zero-slump piling concrete." Canadian Journal of Civil Engineering 15, no. 5 (1988): 929–30. http://dx.doi.org/10.1139/l88-118.

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Rodway, L. E. "Reply: Testing of zero-slump piling concrete." Canadian Journal of Civil Engineering 15, no. 5 (1988): 930. http://dx.doi.org/10.1139/l88-119.

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8

Long, James H., John A. Kerrigan, and Michael H. Wysockey. "Measured Time Effects for Axial Capacity of Driven Piling." Transportation Research Record: Journal of the Transportation Research Board 1663, no. 1 (1999): 8–15. http://dx.doi.org/10.3141/1663-02.

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9

Ashley Johnson, R. "Piling and deep foundations volume 2." Construction and Building Materials 7, no. 1 (1993): 63. http://dx.doi.org/10.1016/0950-0618(93)90032-8.

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10

Stuart, D. Matthew. "Project-Specific Steel Sheet Piling Applications." Practice Periodical on Structural Design and Construction 9, no. 4 (2004): 194–201. http://dx.doi.org/10.1061/(asce)1084-0680(2004)9:4(194).

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Dissertations / Theses on the topic "Bridges Piling (Civil engineering)"

1

DeLano, John Gordon. "Behavior of Pile-Supported Integral Abutments at Bridge Sites with Shallow Bedrock." Fogler Library, University of Maine, 2004. http://www.library.umaine.edu/theses/pdf/DeLanoJG2004.pdf.

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Sears, Brian K. "Pile downdrag during construction of two bridge abutments /." Diss., CLICK HERE for online access, 2008. http://contentdm.lib.byu.edu/ETD/image/etd2638.pdf.

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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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Shafiei-Tehrany, Reza. "Nonlinear dynamic and static analysis of I-5 Ravenna Bridge." Pullman, Wash. : Washington State University, 2008. http://www.dissertations.wsu.edu/Thesis/Fall2008/R_Shafiei-Tehrany_112608.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. 10, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 127-133).

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Hill, Jacob Wayne. "Evaluation of load tests for driven piles for the Alabama Department of Transportation." Auburn, Ala., 2007. http://repo.lib.auburn.edu/2007%20Spring%20Theses/HILL_JACOB_38.pdf.

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Chu, Lok Man. "Centrifuge modeling of vessel impacts on bridge pile foundations /." View abstract or full-text, 2010. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202010%20CHU.

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Adsero, Matthew E. "Effect of jet grouting on the lateral resistance of soil surrounding driven-pile foundations /." Diss., CLICK HERE for online access, 2008. http://contentdm.lib.byu.edu/ETD/image/etd2381.pdf.

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Walker, James Nickolas Ramey George E. "Stability of highway bridges subject to scour." Auburn, Ala, 2008. http://repo.lib.auburn.edu/EtdRoot/2008/FALL/Civil_Engineering/Thesis/Walker_James_21.pdf.

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Hughes, Douglas Grant Ramey G. Ed. "Bridge pile bent P-delta curves in transverse direction using FB-pier and GTSTRUDL pushover Analysis procedures." Auburn, Ala., 2005. http://repo.lib.auburn.edu/2005%20Summer/master's/HUGHES_DOUGLAS_56.pdf.

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Nasr, Jonathan A. "Development of a Design Guideline for Bridge Pile Foundations Subjected to Liquefaction Induced Lateral Spreading." PDXScholar, 2018. https://pdxscholar.library.pdx.edu/open_access_etds/4160.

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Effective-stress nonlinear dynamic analyses (NDA) were performed for piles in liquefiable sloped ground to assess how inertia and liquefaction-induced lateral spreading combine in long-duration vs. short-duration earthquakes. A parametric study was performed using input motions from subduction and crustal earthquakes covering a wide range of earthquake durations. The NDA results were used to evaluate the accuracy of the equivalent static analysis (ESA) recommended by Caltrans/ODOT for estimating pile demands. Finally, the NDA results were used to develop new ESA methods to combine inertial and lateral spreading loads for estimating elastic and inelastic pile demands. The NDA results showed that pile demands increase in liquefied conditions compared to nonliquefied conditions due to the interaction of inertia (from superstructure) and kinematics (from liquefaction-induced lateral spreading). Comparing pile demands estimated from ESA recommended by Caltrans/ODOT with those computed from NDA showed that the guidelines by Caltrans/ODOT (100% kinematic combined with 50% inertia) slightly underestimates demands for subduction earthquakes with long durations. A revised ESA method was developed to extend the application of the Caltrans/ODOT method to subduction earthquakes. The inertia multiplier was back-calculated from the NDA results and new multipliers were proposed: 100% Kinematic + 60% Inertia for crustal earthquakes and 100% Kinematic + 75% Inertia for subduction earthquakes. The proposed ESA compared reasonably well against the NDA results for elastic piles. The revised method also made it possible to estimate demands in piles that performed well in the dynamic analyses but could not be analyzed using Caltrans/ODOT method (i.e. inelastic piles that remained below Fult on the liq pushover curve). However, it was observed that the pile demands became unpredictable for cases where the pile head displacement exceeded the displacement corresponding to the ultimate pushover force in liquefied conditions. Nonlinear dynamic analysis is required for these cases to adequately estimate pile demands.

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Books on the topic "Bridges Piling (Civil engineering)"

1

Xuefeng, Zhang, and Zhang Xiaojiang, eds. Chao chang zuan kong guan zhu zhuang cheng zai xing neng yan jiu yu shi yan. Ren min jiao tong chu ban she, 2009.

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2

Glotov, N. M. Osnovanii͡a i fundamenty mostov: Spravochnik. "Transport", 1990.

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3

Brown, D. A. Developing production pile driving criteria from test pile data. Transportation Research Board, 2011.

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4

Horne, John C. Effects of liquefaction on pile foundations. Washington State Dept. of Transportation, 1998.

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5

Juirnarongrit, Teerawut. Effect of pile diameter on the modulus of sub-grade reaction. Department of Structural Engineering, University of California, San Diego, 2005.

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Huixing, Ren, and Xu Wei, eds. Qiao liang shen shui zhuang ji chu shi gong guan jian ji shu: Su Tong da qiao nan ta ji chu gong cheng shi gong shi jian. Ren min jiao tong chu ban she, 2006.

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7

Lubiewski, Michael Christopher. Seismic retrofit of CISS pile bent cap connections. Alaska Dept. of Transportation [and Public Facilities], Statewide Research Office, 2006.

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Lubiewski, Michael Christopher. Seismic retrofit of CISS pile bent cap connections. Alaska Dept. of Transportation [and Public Facilities], Statewide Research Office, 2006.

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9

Modak, Sukomal. Determination of rheological parameters of pile foundations for bridges for earthquake analysis. Washington State Dept. of Transportation, 1997.

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10

Cofer, William F. Determination of rheological parameters of pile foundations for bridges for earthquake analysis. Washington State Dept. of Transportation, 1997.

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Book chapters on the topic "Bridges Piling (Civil engineering)"

1

Seeley, Ivor H. "Measurement of Piling." In Civil Engineering Quantities. Macmillan Education UK, 1993. http://dx.doi.org/10.1007/978-1-349-22719-8_9.

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2

Hama, Kentaro, Yoshihiro Horii, Yoshitaka Nakanishi, and Toru Watanabe. "Field trials of large-diameter multi-belled piling method." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_20.

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3

Jaya, V., P. T. Prijil, and K. Balan. "Development of Predictive Equation for Vibration Due to DMC Piling." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0562-7_9.

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Rashidi, M., and B. Samali. "Health Monitoring of Bridges Using RPAs." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_20.

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Zhussupbekov, Askar, Rashid Mangushev, and Abdulla Omarov. "Geotechnical Piling Construction and Testing on Problematical Soil Ground of Kazakhstan and Russia." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-9399-4_9.

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Giles, Ryan Kent, Robin Kim, Billie F. Spencer, et al. "Structural Health Indices for Steel Truss Bridges." In Civil Engineering Topics, Volume 4. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-9316-8_38.

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Kollegger, J., and S. Reichenbach. "Balanced Lift Method – Building Bridges Without Formwork." In Lecture Notes in Civil Engineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78936-1_15.

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Sharath, R., and R. K. Ingle. "Pylon Shape Analysis of Cable-Stayed Bridges." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0362-3_11.

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Lozano-Galant, Jose Antonio, Dong Xu, and Jose Turmo. "Tensioning Process Update for Cable Stayed Bridges." In Lecture Notes in Civil Engineering. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6713-6_27.

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Wibowo, Rezky Aprilyanto, Christiono Utomo, and Moh Arif Rohman. "Factors that Affect Sustainability of Bridges in Jayapura." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6311-3_125.

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Conference papers on the topic "Bridges Piling (Civil engineering)"

1

DeLony, Eric. "Documenting Historic Bridges." In Third National Congress on Civil Engineering History and Heritage. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40594(265)28.

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Rogers, H. Daniel, and Robert H. Canham. "Restoration of Historic Wooden Bridges." In Third National Congress on Civil Engineering History and Heritage. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40594(265)22.

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Slaughter, Alan R. "Restoration of Historic Masonry Bridges." In Third National Congress on Civil Engineering History and Heritage. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40594(265)23.

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Stepinac, Lucija, Ana Skender, Josip Galić, and Domagoj Damjanović. "FRP pedestrian bridges – design and optimisation possibilities." In 6th Symposium on Doctoral Studies in Civil Engineering. University of Zagreb Faculty of Civil Engineering, 2019. http://dx.doi.org/10.5592/co/phdsym.2020.06.

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Zychowska, M. J., and Andrzej Bialkiewicz. "The Architecture of Bridges, Perception of Modernity." In Annual International Conference on Architecture and Civil Engineering. Global Science & Technology Forum (GSTF), 2013. http://dx.doi.org/10.5176/2301-394x_ace13.38.

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Peng Pan, Hong Yan, Haiyun Cao, and Tao Wang. "Development of steel dampers for bridges." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776313.

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Bao, Amanda, Michael Gulasey, Caleb Guillaume, Nadezhda Levitova, Alana Moraes, and Christopher Satter. "Structural Capacity Analysis of Corroded Steel Girder Bridges." In International Conference on Civil, Structural and Transportation Engineering. Avestia Publishing, 2018. http://dx.doi.org/10.11159/iccste18.118.

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Hao, Jianing. "Natural Vibration Analysis of Long Span Suspension Bridges." In 5th International Conference on Civil Engineering and Transportation. Atlantis Press, 2015. http://dx.doi.org/10.2991/iccet-15.2015.201.

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Pullaro, Joseph J. "Rehabilitation of Two 1890s Metal Truss Bridges." In Third National Congress on Civil Engineering History and Heritage. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40594(265)25.

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Griggs, Jr., Francis E. "Restoration of Cast and Wrought Iron Bridges." In Third National Congress on Civil Engineering History and Heritage. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40594(265)24.

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