Scour and erosion : proceedings of the fifth International Conference on Scour and Erosion, ICSE-5, November 7-10, 2010, San Francisco, CA
Saved in:
Corporate Authors: | , , |
---|---|
Other Authors: | |
Format: | eBook |
Language: | English |
Published: |
Reston, Va. :
American Society of Civil Engineers,
©2011.
|
Series: | Geotechnical special publication ;
no. 210. |
Subjects: | |
ISBN: | 9780784476154 0784476152 9780784411476 0784411476 |
Physical Description: | 1 online resource (1129 pages) : illustrations, maps. |
LEADER | 10891cam a2200481 a 4500 | ||
---|---|---|---|
001 | kn-ocn695595285 | ||
003 | OCoLC | ||
005 | 20240717213016.0 | ||
006 | m o d | ||
007 | cr cn||||||||| | ||
008 | 110107s2011 vauab ob 100 0 eng d | ||
040 | |a GZM |b eng |e pn |c GZM |d CUS |d AFU |d KNOVL |d ZCU |d DEBSZ |d OCLCQ |d KNOVL |d OCLCQ |d AU@ |d OCLCO |d KNOVL |d OCLCO |d UIU |d OCLCF |d KNOVL |d OCLCA |d OCL |d OCLCO |d OCLCQ |d BUF |d CEF |d RRP |d OCLCQ |d EUN |d OCLCO |d TEF |d OCLCO |d LUU |d OCLCQ |d OCLCO |d OCLCQ |d OCLCL | ||
020 | |a 9780784476154 |q (electronic bk.) | ||
020 | |a 0784476152 |q (electronic bk.) | ||
020 | |z 9780784411476 | ||
020 | |z 0784411476 | ||
035 | |a (OCoLC)695595285 |z (OCoLC)816498018 | ||
111 | 2 | |a International Conference on Scour and Erosion |n (5th : |d 2010 : |c San Francisco, Calif.) | |
245 | 1 | 0 | |a Scour and erosion : |b proceedings of the fifth International Conference on Scour and Erosion, ICSE-5, November 7-10, 2010, San Francisco, CA / |c [sponsored by the Geo-Institute of the American Society of Civil Engineers, the Environmental and Water Resources Institute of the American Society of Civil Engineers] ; Susan E. Burns [and others], editors. |
246 | 3 | 0 | |a ICSE-5 |
260 | |a Reston, Va. : |b American Society of Civil Engineers, |c ©2011. | ||
300 | |a 1 online resource (1129 pages) : |b illustrations, maps. | ||
336 | |a text |b txt |2 rdacontent | ||
337 | |a computer |b c |2 rdamedia | ||
338 | |a online resource |b cr |2 rdacarrier | ||
490 | 1 | |a GSP ; |v 210 | |
504 | |a Includes bibliographical references. | ||
505 | 0 | |a Partial Grouted Riprap for Enhanced Scour Resistance -- Scour at Offshore Structures -- Physics of Rock Scour : The Power of the Bubble -- Observational Method for Estimating Future Scour Depth at Existing Bridges -- An Experimental Study of Scour Process and Sediment Transport around a Bridge Pier with Foundation -- Characteristics of Developing Scour Holes around Two Piers Placed in Transverse Arrangement -- Local Scour at Bridge Piers : The Role of Reynolds Number on Horseshoe Vortex Dynamics -- Trends in Live-Bed Pier Scour at Selected Bridges in South Carolina -- Time-Dependent Scour Depth under Bridge-Submerged Flow -- In Situ Measurement of the Scour Potential of Non-Cohesive Sediments (ISEP) -- Geotechnical Limit to Scour at Spill-Through Abutments -- Maximum Abutment Scour Depth in Cohesive Soils -- On the Behaviour of Open Filters under Wave Loading -- Two Complementary Tests for Characterizing the Soil Erosion -- The Effects of Exopolymers on the Erosional Resistance of Cohesive Sediments -- Site Factor for Use of Velocity-Based EFA Erosion Rates -- Surface Erosion : Erodibility Characterisation and Physical Parameters Effects -- Prediction of Exposure Risk for Buried Pipelines Due to Surface Erosion -- Piping Potential of a Fibrous Peat -- Comparison of Geosynthetic Rolled Erosion Control Product (RECP) Properties between Laboratories -- Comparison of the Rate of Evaporation from Six Rolled Erosion Control Products -- International Practices and Guidance : Natural-Fiber Rolled Erosion Control Products -- On the Stress Dependent Contact Erosion in Vibro Stone Columns -- Suffusion Evaluation Comparison of Current Approaches -- A Life Cycle Approach to Probabilistic Assessment of Levee Erosion -- A Practical Approach to Assess Combined Levee Erosion, Seepage, and Slope Stability Failure Modes -- Levee Failure Due to Piping : A Full-Scale Experiment -- Levee Erosion Prediction Equations Calibrated with Laboratory Testing -- Levee Erosion Screening Process -- Study of Transient Flow Caused by Rapid Filling and Drawdown in Protection Levees -- Simulating Levee Erosion with Physical Modeling Validation -- Testing and Analysis of Erodibility of Hongshihe Landslide Dam -- Earth Dam Failure by Erosion, a Case History -- Effect of Seepage on River Bank Stability -- Experimental Study of Internal Erosion of Fine Grained Soils -- Effect of Suffusion on Mechanical Characteristics of Sand -- Hydraulic Erosion along the Interface of Different Soil Layers -- Identification of Descriptive Parameters of the Soil Pore Structure Using Experiments and CT Data -- Slurry Induced Piping Progression of a Sand -- Experimental Bench for Study of Internal Erosion in Cohesionless Soils -- Field Performance of Scour Protection around Offshore Monopiles -- Scour Protection around Offshore Wind Turbines. Monopiles -- Scour Assessment in Complex Marine Soils An Evaluation through Case Examples -- Scour Reduction by Collars around Offshore Monopiles -- Three-Dimensional Scour at Submarine Pipelines in Unidirectional Steady Current -- Numerical Model for Three-Dimensional Scour below a Pipeline in Steady Currents -- Scour Monitoring and Scour Protection Solution for Offshore Gravity Based Foundations -- A Numerical Study on Design of Coastal Groins -- Effect of Sheetpile Configuration on Seepage beneath Hydraulic Structures -- A Microscopic Study on Soft Rock Erosion by Using Particle Flow Simulation -- Modeling Erosion of an Unlined Spillway Chute Cut in Rock -- 90 Years of Erosion and Deposition on the Trinity River, Dallas, Texas -- 2-D Pore-Particle Scale Model of the Erosion at the Boundary of Two Soils under Horizontal Groundwater Flow -- Reexamination of Creep Theory in the Foundation of Weirs by Model Experiments and Elasto-Plastic FEM -- Application of the Multi-Dimensional Surface Water Modeling System at Bridge 339, Copper River Highway, Alaska -- Assessment of Scour Development at a Deep-Water Marine Jetty Using 3d Computational Fluid Dynamics -- Physical Modeling of Abutment Scour for Overtopping, Submerged Orifice, and Free Surface Flows -- Experimental Investigation of Critical Hydraulic Gradients for Unstable Soils. | |
505 | 0 | |a Flow Velocities and Bed Shear Stresses in a Stone Cover under an Oscillatory Flow -- Gap Scour at a Stepped Concrete Block Grade Control Structure -- Centrifuge Modelling of an Internal Erosion Mechanism -- Experimental Study of the Influence of Non-Hydrostatic Pressure in Rip Rap Pier Protection -- IJkdijk Full Scale Underseepage Erosion (Piping) Test: Evaluation of Innovative Sensor Technology -- Analysis of the Temporal Evolution of the Sediment Movement in the Vicinity of a Cylindrical Bridge Pier -- Time Evolution of the Horseshoe Vortex System Forming around a Bridge Abutment -- Experiments Identifying Scour-Inducing Flow Patterns at a Gated Weir Stilling Basin -- Effect of Tailwater Depth on the Scour Downstream of Falling Jets -- Experimental Study on Interaction of Waves, Currents and Dynamic Morphology Changes -- Local Scour and Development of Sand Wave around T-Type and L-Type Groynes -- Wall Jet Scour in Rock -- Soft-Rock Scouring Processes Downstream of Weirs -- Hydraulic Loading for Bridges Founded on Rock -- Modified Slake Durability Test for Erodible Rock Material -- Scour at Bridge Foundations on Rock : Overview of NCHRP Project No. 24-29 -- Bluestone Dam Rock Scour -- Numerical Modeling of Scour at Bridge Foundations on Rock -- Design of Laterally Loaded Deep Piers to Resist River Scour -- A Laser-Based Optical Approach for Measuring Scour Depth around Hydraulic Structures -- Effect of Post-Earthquake Bed Degradation on Bridge Stability -- Submerged-Flow Bridge Scour under Maximum Clear-Water Conditions (I) : Experiment -- Submerged-Flow Bridge Scour under Maximum Clear-Water Conditions (II) : Theory -- Evaluation of the Structural Integrity of Bridge Pier Foundations Using Microtremors in Flood Conditions -- Evaluation of Sediment Transport Rate in Coarse-Bed Rivers -- Prediction of Localized Scour Hole on Natural Mobile Bed at Culvert Outlets -- Impacts of Debris on Bridge Pier Scour -- From Auwaiakeakua to Weoweopilau : Assessing Scour Critical Bridges in Hawaii (It's a Tough Job, but Someone Has to Do It) -- The Observational Method for Scour and the Schoharie Creek Bridge Failure -- Scour Evaluation of Bridge Foundations Using Vibration Measurement -- Tidal Bridge Scour in a Coastal River Environment : Case Study -- Re-Classifying Bridges with Unknown Foundations -- Guidance on the Design of Berthing Structures Related to the Flow Velocities in Ship Thrusters -- Georgia DOT's Implementation of BridgeWatch® -- Underwater Acoustic Imaging Devices for Portable Scour Monitoring -- Monitoring Bridge Scour by Bragg Grating Array -- Bridge Scour Monitoring Technologies : Development of Evaluation and Selection Protocols for Application on River Bridges in Minnesota -- Scour Monitoring Development for Two Bridges in Texas -- Monitoring Hydraulic Conditions and Scour at I-90 Bridges on Blackfoot River Following Removal of Milltown Dam near Bonner, Montana, 2009 -- Modeling and Monitoring Scour during Bridge Replacement with Multi-Dimensional Modeling and Repeated Multi-Beam Surveys at the Tanana River near Tok, Alaska -- Sheath for Reducing Local Scour in Bridge Piers -- Effects of Collars on Scour Reduction at Bridge Abutments -- Assessing Bridge Vulnerability and Risk Due to Stream Instability -- Evaluation of Sedimentation History of Sandbars at Entrance of Lake Tofutsu, Hokkaido, Japan, by MASW Technology -- Instability of Grass Caused by Wave Overtopping -- Geomorphic and River Channel Stability Assessment of the Merced River at the Ferguson Slide, Mariposa County, CA -- Correlation of Predicted and Measured Slope Erosion -- Design of Erosion Protection at Landfill Areas with Slopes Less than 10% -- Erosion Protection at Landfill Slopes Greater than 10% -- Comparison of the HEC-18, Melville and Sheppard Pier Scour Equations -- River Engineering for Highway Encroachments FHWA HDS-6 -- Comprehensive Scour Analysis at Highway Bridges HEC-18 -- Revisiting the HEC-18 Scour Equation -- Review of Bridge Scour Practice in the U.S. -- Hydraulic Variables for Scour Using HEC-RAS. | |
506 | |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty | ||
590 | |a Knovel |b Knovel (All titles) | ||
650 | 0 | |a Soil stabilization |v Congresses. | |
650 | 0 | |a Soil erosion |v Congresses. | |
650 | 0 | |a Scour (Hydraulic engineering) |v Congresses. | |
650 | 0 | |a Soil conservation |v Congresses. | |
655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
655 | 9 | |a electronic books |2 eczenas | |
700 | 1 | |a Burns, Susan E. | |
710 | 2 | |a American Society of Civil Engineers. |b Geo-Institute. | |
710 | 2 | |a Environmental and Water Resources Institute (U.S.) | |
776 | 0 | 8 | |i Print version: |a International Conference on Scour and Erosion (5th : 2010 : San Francisco, Calif.). |t Scour and erosion. |d Reston, Va. : American Society of Civil Engineers, ©2011 |z 9780784411476 |w (DLC) 2010042805 |w (OCoLC)677972532 |
830 | 0 | |a Geotechnical special publication ; |v no. 210. | |
856 | 4 | 0 | |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpSEPFICS8/scour-and-erosion?kpromoter=marc |y Full text |