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

Author: Grafiati

Published: 4 June 2021

Last updated: 9 February 2022

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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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2

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 f

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3

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 dete

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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 ration

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6

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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7

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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11

Ashford, Scott A., and Warrasak Jakrapiyanun. "Drivability of Glass FRP Composite Piling." Journal of Composites for Construction 5, no. 1 (2001): 58–60. http://dx.doi.org/10.1061/(asce)1090-0268(2001)5:1(58).

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12

Folse, Michael D. "Reliability Analysis for Laterally Loaded Piling." Journal of Structural Engineering 115, no. 5 (1989): 1011–20. http://dx.doi.org/10.1061/(asce)0733-9445(1989)115:5(1011).

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13

Iskander, Magued, Ahmed Mohamed, and Moataz Hassan. "Durability of Recycled Fiber-Reinforced Polymer Piling in Aggressive Environments." Transportation Research Record: Journal of the Transportation Research Board 1808, no. 1 (2002): 153–61. http://dx.doi.org/10.3141/1808-18.

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14

HAMBLY, E. C. "INTEGRAL BRIDGES." Proceedings of the Institution of Civil Engineers - Transport 123, no. 1 (1997): 30–38. http://dx.doi.org/10.1680/itran.1997.29177.

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15

Wyjadłowski, Marek. "Methodology of Dynamic Monitoring of Structures in the Vicinity of Hydrotechnical Works – Selected Case Studies." Studia Geotechnica et Mechanica 39, no. 4 (2017): 121–29. http://dx.doi.org/10.1515/sgem-2017-0042.

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Abstract The constant development of geotechnical technologies imposes the necessity of monitoring techniques to provide a proper quality and the safe execution of geotechnical works. Several monitoring methods enable the preliminary design of work process and current control of hydrotechnical works (pile driving, sheet piling, ground improvement methods). Wave parameter measurements and/or continuous histogram recording of shocks and vibrations and its dynamic impact on engineering structures in the close vicinity of the building site enable the modification of the technology parameters, such

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16

BURKE, M. P. "AESTHETICALLY NOTORIOUS BRIDGES." Proceedings of the Institution of Civil Engineers - Civil Engineering 126, no. 1 (1998): 39–47. http://dx.doi.org/10.1680/icien.1998.30011.

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17

Leonhardt, F. "Cable stayed bridges." Engineering Structures 12, no. 1 (1990): 68. http://dx.doi.org/10.1016/0141-0296(90)90043-r.

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18

Shao, Yixin, and Jayasiri Shanmugam. "Deflection Creep of Pultruded Composite Sheet Piling." Journal of Composites for Construction 8, no. 5 (2004): 471–79. http://dx.doi.org/10.1061/(asce)1090-0268(2004)8:5(471).

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19

SHINDO, Yoshiro, and Naoyuki KON. "Recently Topics of Civil Engineering Heritage Bridges in Hokkaido." HISTORICAL STUDIES IN CIVIL ENGINEERING 22 (2002): 341–46. http://dx.doi.org/10.2208/journalhs1990.22.341.

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20

Li, Xiao Peng, Guang Hui Zhao, Xing Ju, Hao Tian Yang, and Ya Min Liang. "Dynamic Simulation Analysis of the Vibratory Sinking Piling System Based on AMESim." Advanced Materials Research 683 (April 2013): 704–7. http://dx.doi.org/10.4028/www.scientific.net/amr.683.704.

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The dynamic model of pile-soil system has been established, the numerical simulation has been made with AMESim, and the effect of excitation frequency and soil condition on vibration friction characteristics of pile-soil system has been studied in the process of pile driving. Comparing the curves of pile tip resistance and side frictional resistance on different parameters, the influence law of work efficiency has been obtained. With the work, the most efficient exciting frequencies can be obtained, that the efficiency of pile-soil system in civil building construction can be improved.

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21

Richardson, R. "Aerodynamics of large bridges." Engineering Structures 15, no. 6 (1993): 466. http://dx.doi.org/10.1016/0141-0296(93)90064-b.

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22

HODGSON, G. J. "HIGHWAYS AGENCY SPECIFICATION (AUGUST 1994): PILING AND EMBEDDED RETAINING WALLS (SERIES 1600)." Proceedings of the Institution of Civil Engineers - Transport 117, no. 3 (1996): 161–67. http://dx.doi.org/10.1680/itran.1996.28626.

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23

Karim, Nurulzatushima Abdul, Adhilla Ainun Musir, Mohd Samsudin Abdul Hamid, Siti Hafizan Hassan, Ahmad Ihsan Qistan Kamarulzaman, and Mohd Farid Ahmad Majid. "The Effect of Vibration Impact from Piling Works to the Surrounding Buildings." Civil Engineering and Architecture 9, no. 5A (2021): 101–7. http://dx.doi.org/10.13189/cea.2021.091312.

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24

Kuhlmann, U. "Steel bridges." Progress in Structural Engineering and Materials 1, no. 1 (1997): 42–49. http://dx.doi.org/10.1002/pse.2260010109.

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25

Dorton, Roger A. "Roman bridges." Canadian Journal of Civil Engineering 22, no. 4 (1995): 844–45. http://dx.doi.org/10.1139/l95-099.

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26

Liu, Chun, and Lianbi Yao. "RTK GPS based sea piling engineering: mathematical model and its application." Survey Review 39, no. 305 (2007): 193–202. http://dx.doi.org/10.1179/003962607x165168.

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27

Muntohar, Agus Setyo. "Civil Engineering and Sustainable Development." Bulletin of Civil Engineering 1, no. 1 (2021): iii—iV. http://dx.doi.org/10.18196/bce.v1i1.11150.

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The field of civil engineering cannot be separated from the daily life of the people. The skyscrapers that can be seen everywhere, the thriving road traffic, the beautiful bridges and dams like sturdy fortresses, and tunnels and subsurface structures are an indispensable part of our lives. The global trend of sustainable development, Civil Engineering must eliminate or reduce environmental problems that may arise in the project. Starting from large-scale economic construction, so that development can provide benefits to mankind and make the environment get sustainable development and improveme

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28

Goodwin, Ken. "RoboCrane Construction of Bridges." Transportation Research Record: Journal of the Transportation Research Board 1575, no. 1 (1997): 42–46. http://dx.doi.org/10.3141/1575-06.

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The National Institute of Standards and Technology (NIST) has developed conceptual designs, laboratory scale models, and computer simulations/animation of several configurations of remotely operated cranes to assemble highway bridges. NIST’s designs have been patented and trademarked as “RoboCrane.” Major opportunities exist to develop fullscale cranes and demonstrate construction of temporary bridges, causeways across wetlands, and overpasses for traffic management over repair sites. Remotely operated, mobile, lightweight cranes can put modular bridge sections in place and provide better cont

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29

Sprinkel, Michael. "Maintenance of Concrete Bridges." Transportation Research Record: Journal of the Transportation Research Board 1749, no. 1 (2001): 60–63. http://dx.doi.org/10.3141/1749-09.

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30

Heywood, Rob, Wayne Roberts, and Geoff Boully. "Dynamic Loading of Bridges." Transportation Research Record: Journal of the Transportation Research Board 1770, no. 1 (2001): 58–66. http://dx.doi.org/10.3141/1770-09.

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31

Alvarez-Valencia, Daniel, Habib J. Dagher, William G. Davids, Roberto A. Lopez-Anido, and Douglas J. Gardner. "Structural Performance of Wood Plastic Composite Sheet Piling." Journal of Materials in Civil Engineering 22, no. 12 (2010): 1235–43. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0000132.

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32

Lehman, Carl J. "Bridges." Practice Periodical on Structural Design and Construction 6, no. 2 (2001): 55–58. http://dx.doi.org/10.1061/(asce)1084-0680(2001)6:2(55).

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33

Markovic, S. R. "Concrete bridges engineering: performance and advances." Canadian Journal of Civil Engineering 16, no. 5 (1989): 786–87. http://dx.doi.org/10.1139/l89-121.

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34

Martin, A. J. "Concrete bridges in sustainable development." Engineering Sustainability 157, no. 4 (2004): 219–30. http://dx.doi.org/10.1680/ensu.157.4.219.56895.

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35

Wolmuth, B., and J. Surtees. "Crowd-related failure of bridges." Civil Engineering 156, no. 3 (2003): 116–23. http://dx.doi.org/10.1680/cien.156.3.116.36762.

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36

Wolmuth, Bill, and John Surtees. "Crowd-related failure of bridges." Proceedings of the Institution of Civil Engineers - Civil Engineering 156, no. 3 (2003): 116–23. http://dx.doi.org/10.1680/cien.2003.156.3.116.

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37

Paxton, Roland. "Thomas Telford's cast-iron bridges." Proceedings of the Institution of Civil Engineers - Civil Engineering 160, no. 5 (2007): 12–19. http://dx.doi.org/10.1680/cien.2007.160.5.12.

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38

Martin, A. J. "Concrete bridges in sustainable development." Proceedings of the Institution of Civil Engineers - Engineering Sustainability 157, no. 4 (2004): 219–30. http://dx.doi.org/10.1680/ensu.2004.157.4.219.

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39

Ghobarah, A., and H. M. Ali. "Seismic performance of highway bridges." Engineering Structures 10, no. 3 (1988): 157–66. http://dx.doi.org/10.1016/0141-0296(88)90002-8.

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40

Tubman, John. "Planning and design of bridges." Engineering Structures 17, no. 9 (1995): 679–80. http://dx.doi.org/10.1016/0141-0296(95)90029-2.

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41

Iskander, Magued G., and Moataz Hassan. "Accelerated Degradation of Recycled Plastic Piling in Aggressive Soils." Journal of Composites for Construction 5, no. 3 (2001): 179–87. http://dx.doi.org/10.1061/(asce)1090-0268(2001)5:3(179).

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42

Iskander, Magued G., and Anna Stachula. "Wave Equation Analyses of Fiber-Reinforced Polymer Composite Piling." Journal of Composites for Construction 6, no. 2 (2002): 88–96. http://dx.doi.org/10.1061/(asce)1090-0268(2002)6:2(88).

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43

Rüttimann, Toni. "Bridges for Cambodia." Structural Engineering International 12, no. 1 (2002): 56–57. http://dx.doi.org/10.2749/101686602777965775.

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44

Dolling, C. N., and R. M. Hudson. "Weathering steel bridges." Proceedings of the Institution of Civil Engineers - Bridge Engineering 156, no. 1 (2003): 39–44. http://dx.doi.org/10.1680/bren.2003.156.1.39.

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45

Dorton, R. A. "Cable stayed bridges." Canadian Journal of Civil Engineering 17, no. 4 (1990): 673–74. http://dx.doi.org/10.1139/l90-079.

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46

Calgaro, J.-A. "Loads on bridges." Progress in Structural Engineering and Materials 1, no. 4 (1998): 452–61. http://dx.doi.org/10.1002/pse.2260010415.

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47

Bakht, Baidar, John Maheu, and Tatiana Bolshakova. "Stressed log bridges." Canadian Journal of Civil Engineering 23, no. 2 (1996): 490–501. http://dx.doi.org/10.1139/l96-053.

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The stressed log bridge was conceived as a means of recycling discarded utility timber poles, or logs, which are difficult to dispose because of having been treated with preservatives. To minimize wastage, the logs are trimmed to obtain two parallel flat surfaces, against which they are stacked and laterally stressed as in the familiar stress laminated wood decks. The log decks introduced in this paper are recommended to be stressed by means of aramid or glass fibre tendons which are inert and extremely flexible; because of which, the prestress losses can be virtually eliminated. The paper pre

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48

Burke, Martin P., and Charles S. Gloyd. "Emergence of Semi-Integral Bridges." Transportation Research Record: Journal of the Transportation Research Board 1594, no. 1 (1997): 179–86. http://dx.doi.org/10.3141/1594-20.

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At the 73rd TRB Annual Meeting in January 1994 the paper “Semi-Integral Bridges: Movements and Forces” was presented. It described the attributes, limitations, and peculiarities of a presumably new bridge concept developed by the Ohio Department of Transportation. That presentation elicited a comment from an attendee at the TRB meeting about recent research on a Washington State bridge, a bridge that was later found to be based on this same concept except that it predated Ohio’s earliest prototype by more than 10 years. This discovery of the Washington State experience provoked a state and pro

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49

Tang, Man-Chung. "Aesthetics of Cable-Stayed Bridges." Transportation Research Record: Journal of the Transportation Research Board 1696, no. 1 (2000): 34–43. http://dx.doi.org/10.3141/1696-40.

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Among the various bridge types, cable-stayed bridges offer the most intriguing configurations. By varying the shape of the towers, the arrangement of the cables, and the cross section of the deck girder, it is almost always possible to create a cable-stayed bridge to fit in any given land-scape. Since their debut 45 years ago, the beauty of cable-stayed bridges has piqued the interest of engineers and nonengineers alike.

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50

Mander, John B., Dion R. Allicock, and Ian M. Friedland. "Seismic Performance of Timber Bridges." Transportation Research Record: Journal of the Transportation Research Board 1740, no. 1 (2000): 75–84. http://dx.doi.org/10.3141/1740-10.

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Compared with the seismic performance of concrete and steel highway bridges, the seismic performance of timber bridges is not well understood. This is because, historically, little effort has been spent on documenting the seismic performance of timber bridges in past earthquakes or conducting research to develop an improved understanding of the seismic design or retrofit requirements for timber bridges. Research work sponsored by FHWA and conducted at the University at Buffalo in conjunction with the Multidisciplinary Center for Earthquake Engineering Research to ( a) document the seismic perf

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