Works matching DE "SCOUR at bridges"
Results: 70
Numerical Simulations of Local Scour at Samsan Bridge Piers in Korea.
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- Journal of Coastal Research, 2017, p. 154, doi. 10.2112/SI79-032.1
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PREDICTION OF SCOUR DEPTH AROUND BRIDGE PIERS USING EVOLUTIONARY NEURAL NETWORK.
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- Mathematical Modeling in Civil Engineering, 2018, v. 14, n. 2, p. 26, doi. 10.2478/mmce-2018-0005
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Significance of non-uniform scour on the seismic performance of bridges.
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- Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance, 2019, v. 15, n. 6, p. 822, doi. 10.1080/15732479.2019.1584226
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Management of bridges with shallow foundations exposed to local scour.
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- Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle Design & Performance, 2018, v. 14, n. 4, p. 468, doi. 10.1080/15732479.2017.1406960
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Effect of Pier Inclination Angle on Local Scour Depth Around Bridge Pier Groups.
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- Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ), 2018, v. 43, n. 10, p. 5413, doi. 10.1007/s13369-018-3141-2
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Comparison of Local Scour Characteristics around Two Eccentric Piers of Different Shapes.
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- Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ), 2016, v. 41, n. 4, p. 1199, doi. 10.1007/s13369-015-1817-4
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Scour Formation Due to Laterally Inclined Circular Pier.
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- Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ), 2016, v. 41, n. 4, p. 1311, doi. 10.1007/s13369-015-1920-6
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Investigation of Vorticity Effects on Local Scouring.
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- Arabian Journal for Science & Engineering (Springer Science & Business Media B.V. ), 2013, v. 38, n. 3, p. 537, doi. 10.1007/s13369-012-0337-8
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Pressure flow and weir scour beneath a bridge deck.
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- Canadian Journal of Civil Engineering, 2019, v. 46, n. 6, p. 534, doi. 10.1139/cjce-2017-0469
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Blockage correction for pier scour experiments.
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- Canadian Journal of Civil Engineering, 2018, v. 45, n. 5, p. 413, doi. 10.1139/cjce-2017-0563
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- Article
Clear-water scour evolution at dual bridge piers.
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- Canadian Journal of Civil Engineering, 2017, v. 44, n. 4, p. 298, doi. 10.1139/cjce-2016-0053
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Local scour around bridge abutments including effects of relative bed coarseness and blockage ratio.
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- Canadian Journal of Civil Engineering, 2016, v. 43, n. 1, p. 51, doi. 10.1139/cjce-2014-0487
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Further studies of incipient motion and shear stress on local scour around bridge abutment under ice cover.
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- Canadian Journal of Civil Engineering, 2014, v. 41, n. 10, p. 892, doi. 10.1139/cjce-2013-0552
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Effects of splitter plate on reducing local scour around bridge pier.
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- River Research & Applications, 2018, v. 34, n. 10, p. 1338, doi. 10.1002/rra.3363
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Investigation of Local Scour development around Abutment using Experimental and Numerical Models.
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- Caspian Journal of Applied Sciences Research, 2014, v. 3, n. 1, p. 1
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A Proposed Risk-Based Screening Strategy for Bridges Potentially Affected by Rock Scour.
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- Environmental & Engineering Geoscience Journal, 2017, v. 23, n. 3, p. 221, doi. 10.2113/gseegeosci.23.3.221
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Development and evaluation of an automation algorithm for a time-domain reflectometry bridge scour monitoring system.
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- Canadian Geotechnical Journal, 2011, v. 48, n. 1, p. 26, doi. 10.1139/T10-041
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Spacetime dynamics of bed forms due to turbulence around submerged bridge piers.
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- Stochastic Environmental Research & Risk Assessment, 2015, v. 29, n. 3, p. 995, doi. 10.1007/s00477-014-0961-9
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Reliability Analysis of Pier Scour at Gravel-Bed Rivers Using FORM.
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- International Journal of Recent Research Aspects, 2016, v. 3, n. 1, p. 3
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CONTROL OF LOCAL SCOUR AT A BRIDGE ABUTMENT USING A PROTECTIVE PILE.
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- Journal of Engineering Sciences, 2014, v. 42, n. 4, p. 956
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Heuristic assessment of bridge scour sensitivity using differential evolution: case study for linking floodplain encroachment and bridge scour.
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- Environmental Systems Research, 2016, v. 5, n. 1, p. 1, doi. 10.1186/s40068-016-0071-4
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BRIDGE PIER SCOUR: A REVIEW OF PROCESSES, MEASUREMENTS AND ESTIMATES.
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- Environmental Engineering & Management Journal (EEMJ), 2012, v. 11, n. 5, p. 975, doi. 10.30638/eemj.2012.121
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Time-wise variation of scouring at bridge abutments.
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- Sādhanā: Academy Proceedings in Engineering Sciences, 2007, v. 32, n. 3, p. 199, doi. 10.1007/s12046-007-0018-6
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Indian practice on estimation of scour around bridge piers--A comment.
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- Sādhanā: Academy Proceedings in Engineering Sciences, 2007, v. 32, n. 3, p. 187, doi. 10.1007/s12046-007-0017-7
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A Numerical Method for 2-D Bed Morphology Calculations.
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- International Journal of Computational Fluid Dynamics, 2002, v. 16, n. 3, p. 187, doi. 10.1080/10618560290034654
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Neural Network Formula for Local Scour at Piers Using Field Data.
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- Marine Georesources & Geotechnology, 2010, v. 28, n. 1, p. 37, doi. 10.1080/10641190903263054
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Splitter plate as a flow-altering pier scour countermeasure.
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- Acta Geophysica, 2017, v. 65, n. 5, p. 957, doi. 10.1007/s11600-017-0084-z
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Bridge pier scour mitigation under steady and unsteady flow conditions.
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- Acta Geophysica, 2012, v. 60, n. 4, p. 1076, doi. 10.2478/s11600-012-0040-x
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A case study on the application of destructive and non-destructive methods for evaluating jet-grouting column integrity for bridge-pier scour protection (Cuneo, NW Italy).
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- Bulletin of Engineering Geology & the Environment, 2018, v. 77, n. 2, p. 541, doi. 10.1007/s10064-017-1223-0
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A screening method for bridge scour estimation and flood adaptation planning utilizing HAZUS-MH 2.1 and HEC-18.
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- Natural Hazards, 2016, v. 83, n. 3, p. 1731, doi. 10.1007/s11069-016-2390-1
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Comparison of existing equations for local scour at bridge piers: parameter influence and validation.
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- Natural Hazards, 2016, v. 82, n. 3, p. 2089, doi. 10.1007/s11069-016-2287-z
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Prediction of temporal scour hazard at bridge abutment.
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- Natural Hazards, 2016, v. 80, n. 3, p. 1891, doi. 10.1007/s11069-015-2044-8
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PREDICTION OF LOCAL SCOUR AROUND BRIDGE PIERS USING ARTIFICIAL NEURAL NETWORKS.
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- Journal of the American Water Resources Association, 2006, v. 42, n. 2, p. 487, doi. 10.1111/j.1752-1688.2006.tb03852.x
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SIMULTANEOUS EFFECT OF COLLAR AND ROUGHNESS ON REDUCING AND CONTROLLING THE LOCAL SCOUR AROUND BRIDGE ABUTMENT.
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- Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis, 2017, v. 65, n. 2, p. 491, doi. 10.11118/actaun201765020491
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Investigation of the relation between bridge pier scour depth and vertical velocity component.
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- Pamukkale University Journal of Engineering Sciences, 2016, v. 22, n. 6, p. 427, doi. 10.5505/pajes.2015.76768
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A reappraisal of bridge piers scour vulnerability: a case study in the Upper Tiber River basin (central Italy).
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- Journal of Flood Risk Management, 2017, v. 10, n. 3, p. 283, doi. 10.1111/jfr3.12130
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NUMERICAL AND FIELD INVESTIGATIONS OF LOCAL BRIDGE ABUTMENT SCOUR AND UNSTEADY DOWNSTREAM RIVER FLOW FROM A NEARBY HYDROPOWER PLANT.
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- Baltic Journal of Road & Bridge Engineering (Baltic Journal of Road & Bridge Engineering), 2014, v. 9, n. 3, p. 215, doi. 10.3846/bjrbe.2014.27
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A probabilistic evaluation of pier-scour potential in the Gaoping River Basin of Taiwan.
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- Journal of Civil Engineering & Management, 2015, v. 21, n. 5, p. 637, doi. 10.3846/13923730.2014.890650
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A Field Study of Scour at Bridge Piers in Flood Plain Rivers.
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- Turkish Journal of Engineering & Environmental Sciences, 2008, v. 32, n. 4, p. 189
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Dynamic Reliability in Bridge Pier Scouring.
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- Turkish Journal of Engineering & Environmental Sciences, 2002, v. 26, n. 4, p. 367
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Performance Evaluation of Bridges Under Scour by UAS Based Measurements.
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- Journal of Polytechnic, 2019, v. 22, n. 2, p. 385, doi. 10.2339/politeknik.450288
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Forensic Diagnosis on Flood-Induced Bridge Failure. II: Framework of Quantitative Assessment.
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- Journal of Performance of Constructed Facilities, 2014, v. 28, n. 1, p. 85, doi. 10.1061/(ASCE)CF.1943-5509.0000393
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Evaluation of Flood-Resistant Capacity of Scoured Bridges.
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- Journal of Performance of Constructed Facilities, 2014, v. 28, n. 1, p. 61, doi. 10.1061/(ASCE)CF.1943-5509.0000381
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Reproducing Field Measurements Using Scaled-Down Hydraulic Model Studies in a Laboratory.
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- Advances in Civil Engineering, 2018, p. 1, doi. 10.1155/2018/9091506
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Laboratory Evaluation of Time-Domain Reflectometry for Bridge Scour Measurement: Comparison with the Ultrasonic Method.
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- Advances in Civil Engineering, 2010, p. 1, doi. 10.1155/2010/508172
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Experimental and Numerical Investigation of the Effect of Different Shapes of Collars on the Reduction of Scour around a Single Bridge Pier.
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- PLoS ONE, 2014, v. 9, n. 6, p. 1, doi. 10.1371/journal.pone.0098592
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Dynamic interaction between bridge pier and its large pile foundation considering earthquake and scour depths.
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- Advances in Structural Engineering, 2016, v. 19, n. 9, p. 1390, doi. 10.1177/1369433216642077
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Assessment of an Automation Algorithm for TDR Bridge Scour Monitoring System.
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- Advances in Structural Engineering, 2011, v. 14, n. 1, p. 13, doi. 10.1260/1369-4332.14.1.13
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Evaluation of existing equations for temporal scour depth around circular bridge piers.
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- Environmental Fluid Mechanics, 2017, v. 17, n. 5, p. 981, doi. 10.1007/s10652-017-9529-9
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Effect of Bridge Pier Shape on Scour Depth at Uniform Single Bridge Pier.
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- Mehran University Research Journal of Engineering & Technology, 2018, v. 37, n. 3, p. 539, doi. 10.22581/muet1982.1803.08
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