Literatura académica sobre el tema "Foundation scour"
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Artículos de revistas sobre el tema "Foundation scour"
Stahlmann, Arne y Torsten Schlurmann. "PHYSICAL MODELING OF SCOUR AROUND TRIPOD FOUNDATION STRUCTURES FOR OFFSHORE WIND ENERGY CONVERTERS". Coastal Engineering Proceedings 1, n.º 32 (27 de enero de 2011): 67. http://dx.doi.org/10.9753/icce.v32.sediment.67.
Texto completoMara Jauane Nicholas, Ravindra Jayaratne, Takayuki Suzuki y Tomoya Shibayama. "BUILDING FOUNDATION INSTABILITY INDUCED BY TSUNAMI SCOUR". Coastal Engineering Proceedings, n.º 36v (28 de diciembre de 2020): 29. http://dx.doi.org/10.9753/icce.v36v.currents.29.
Texto completoYang, Ray-Yeng, Hsin-Hung Chen, Hwung-Hweng Hwung, Wen-Pin Jiang y Nian-Tzu Wu. "EXPERIMENTAL STUDY ON THE LOADING AND SCOUR OF THE JACKET TYPE OFFSHORE WIND TURBINE FOUNDATION". Coastal Engineering Proceedings 1, n.º 32 (21 de enero de 2011): 25. http://dx.doi.org/10.9753/icce.v32.structures.25.
Texto completoKariyawasam, Kasun D., Campbell R. Middleton, Gopal Madabhushi, Stuart K. Haigh y James P. Talbot. "Assessment of bridge natural frequency as an indicator of scour using centrifuge modelling". Journal of Civil Structural Health Monitoring 10, n.º 5 (18 de julio de 2020): 861–81. http://dx.doi.org/10.1007/s13349-020-00420-5.
Texto completoStahlmann, Arne y Torsten Schlurmann. "INVESTIGATIONS ON SCOUR DEVELOPMENT AT TRIPOD FOUNDATIONS FOR OFFSHORE WIND TURBINES: MODELING AND APPLICATION". Coastal Engineering Proceedings 1, n.º 33 (25 de octubre de 2012): 90. http://dx.doi.org/10.9753/icce.v33.sediment.90.
Texto completoNi, Xuan y Leiping Xue. "Experimental Investigation of Scour Prediction Methods for Offshore Tripod and Hexapod Foundations". Journal of Marine Science and Engineering 8, n.º 11 (30 de octubre de 2020): 856. http://dx.doi.org/10.3390/jmse8110856.
Texto completoTu, Wenbo, Xiaoqiang Gu, Xianfeng Ma y Dawei Huang. "Analysis of Lateral Dynamic Response of Caisson Foundation in Layered Clayey Soils considering Scour-Hole Dimensions". Shock and Vibration 2020 (16 de octubre de 2020): 1–11. http://dx.doi.org/10.1155/2020/8827498.
Texto completoWilms, Mayumi, Arne Stahlmann y Torsten Schlurmann. "INVESTIGATIONS ON SCOUR DEVELOPMENT AROUND A GRAVITY FOUNDATION FOR OFFSHORE WIND TURBINES". Coastal Engineering Proceedings 1, n.º 33 (25 de octubre de 2012): 35. http://dx.doi.org/10.9753/icce.v33.structures.35.
Texto completoHarris, John M., Richard J. S. Whitehouse, Nicholas S. Tavouktsoglou y Pedro M. Godinho. "Foundation Scour as a Geohazard". Journal of Waterway, Port, Coastal, and Ocean Engineering 145, n.º 6 (noviembre de 2019): 04019022. http://dx.doi.org/10.1061/(asce)ww.1943-5460.0000523.
Texto completoPizarro, Alonso, Salvatore Manfreda y Enrico Tubaldi. "The Science behind Scour at Bridge Foundations: A Review". Water 12, n.º 2 (30 de enero de 2020): 374. http://dx.doi.org/10.3390/w12020374.
Texto completoTesis sobre el tema "Foundation scour"
Kermani, Behnoud. "Application of P-wave Reflection Imaging to Unknown Bridge Foundations and Comparison with Other Non-Destructive Test Methods". Master's thesis, Temple University Libraries, 2013. http://cdm16002.contentdm.oclc.org/cdm/ref/collection/p245801coll10/id/234113.
Texto completoM.S.C.E.
Proper design of bridge structures requires an appreciation for the possible failure mechanisms that can develop over the lifetime of the bridge, many of which are related to natural hazards. For example, scour is one of the most common causes of bridge failures. Scour occurs due to the erosion of soil and sediment within a channel with flowing water. During a flood event, the extent of scour can be so great that it can destabilize an existing bridge structure. In order to evaluate the scour potential of a bridge, it is necessary to have information regarding the substructure, particularly the bridge foundations. However, as of 2011 there are more than 40,000 bridges across United States with unknown foundations. Generally for these bridges there are no design or as-built plans available to show the type, depth, geometry, or materials incorporated into the foundations. Several non-destructive testing (NDT) methods have been developed to evaluate these unknown foundations. The primary objective of this research is to identify the most current and widely used NDT methods for determining the embedment depth of unknown bridge foundations and to compare these methods to an ultrasonic P-wave reflection imaging system. The ultrasonic P-wave reflection system has tremendous potential to provide more information and address several short-comings of other NDT methods. A laboratory study was initiated to explore various aspects related to the P-wave system performance, in order to characterize the limitations of the system in evaluation of unknown foundations prior to deployment in field studies. Moreover, field testing was performed using the P-wave system and a number of the current NDT methods at two selected bridge foundations to allow comparison between the results.
Temple University--Theses
Tavouktsoglou, N. S. "Scour and scour protection around offshore gravity based foundations". Thesis, University College London (University of London), 2018. http://discovery.ucl.ac.uk/10044922/.
Texto completoHobson, Paul Myron. "Rheologic and flume erosion characteristics of georgia sediments from bridge foundations". Thesis, Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/26660.
Texto completoCommittee Chair: Sturm, Terry; Committee Member: Burns, Susan; Committee Member: Webster, Donald. Part of the SMARTech Electronic Thesis and Dissertation Collection.
Pacheco, Gómez Rodolfo 1956. "CONTROLLING BRIDGE PIER SCOUR BY RIP-RAPPING". Thesis, The University of Arizona, 1987. http://hdl.handle.net/10150/276478.
Texto completoFlorkowski, Ronald W. "Evaluation of Unknown Foundations". Scholar Commons, 2007. http://scholarcommons.usf.edu/etd/3812.
Texto completoCollins, Carl. "Development and application of a computational model for scour around offshore wind turbine foundations". Thesis, University of Hull, 2017. http://hydra.hull.ac.uk/resources/hull:16530.
Texto completoMarei, Khaled Mohammed Said. "The stability of riprap for bridge abutments or embankments". Thesis, The University of Arizona, 1988. http://hdl.handle.net/10150/276676.
Texto completoNavarro, Hernan Ricardo. "Flume Measurements of Erosion Characterstics of Soil at Bridge Foundations in Georgia". Thesis, Georgia Institute of Technology, 2004. http://hdl.handle.net/1853/7267.
Texto completoMichalis, Panagiotis A. "Real-time monitoring of scour and sediment deposition evolution at bridges and offshore wind turbine foundations based on soil electromagnetic properties". Thesis, University of Strathclyde, 2014. http://oleg.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=25704.
Texto completoHesten, Peder. "Scour around wind turbine foundations, marine pipelines and short cylinders due to long-crested and short-crested nonlinear random waves plus currents". Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for marin teknikk, 2011. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-15740.
Texto completoLibros sobre el tema "Foundation scour"
Annandale, G. W. Rock scour of dam foundations. Denver, CO: U.S. Society on Dams, 2008.
Buscar texto completoLauchlan, Christine S. Pier scour countermeasures. Auckland, N.Z: Dept. of Civil and Resource Engineering, University of Auckland, 1999.
Buscar texto completoKeaton, Jeffrey R., Su K. Mishra y Paul E. Clopper. Scour at Bridge Foundations on Rock. Washington, D.C.: Transportation Research Board, 2012. http://dx.doi.org/10.17226/22779.
Texto completoKumar, Mishra Subhendu, Clopper Paul E, National Research Council (U.S.). Transportation Research Board, National Cooperative Highway Research Program, American Association of State Highway and Transportation Officials y United States. Federal Highway Administration, eds. Scour at bridge foundations on rock. Washington, D.C: Transportation Research Board, 2012.
Buscar texto completoHoltschlag, David J. Streambed stability and scour potential at selected bridge sites in Michigan. Lansing, Mich: U.S. Dept. of the Interior, U.S. Geological Survey, 1998.
Buscar texto completoJohnson, Peggy A. Assessing stream channel stability at bridges in physiographic regions. McLean, VA: Turner-Fairbank Highway Research Center, Research, Development, and Technology, 2006.
Buscar texto completoSheppard, D. M. Scour at wide piers and long skewed piers. Washington, D.C: Transportation Research Board, 2011.
Buscar texto completoGorin, S. R. Use of surface-geophysical methods to assess riverbed scour at bridge piers. Hartford, Conn: Dept. of the Interior, U.S. Geological Survey, 1989.
Buscar texto completoGorin, S. R. Use of surface-geophysical methods to assess riverbed scour at bridge piers. Hartford, Conn: Dept. of the Interior, U.S. Geological Survey, 1989.
Buscar texto completoGorin, S. R. Use of surface-geophysical methods to assess riverbed scour at bridge piers. Hartford, Conn: Dept. of the Interior, U.S. Geological Survey, 1989.
Buscar texto completoCapítulos de libros sobre el tema "Foundation scour"
Jia, Junbo. "Scour for Pile Foundations". En Soil Dynamics and Foundation Modeling, 589–600. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-40358-8_20.
Texto completoShang, Qianqian, Hui Xu y Jian Zhang. "Study on Prediction Method for Compression Scour Depth of River-Crossing Bridge". En Lecture Notes in Civil Engineering, 219–31. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_20.
Texto completoAbd El Samee, Wael Nashaat y Mohamed Kassem Elsamny. "Effect of Scour Depth on Ultimate Capacity and Settlement of Piled Foundation". En Sustainability Issues for the Deep Foundations, 258–84. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01902-0_21.
Texto completoZhang, Qi, Xiang-Lian Zhou y Jian-Hua Wang. "Numerical Analysis of Current-Induced Local Scour Under a Vibrating Pipeline". En Proceedings of GeoShanghai 2018 International Conference: Advances in Soil Dynamics and Foundation Engineering, 766–73. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0131-5_83.
Texto completoLiang, Fayun, Chen Wang y Xiong Yu. "Numerical Study on the Performance of Bio-inspired Bridge Attachments as Local Scour Countermeasures with Attack Angles". En Proceedings of GeoShanghai 2018 International Conference: Advances in Soil Dynamics and Foundation Engineering, 729–39. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0131-5_79.
Texto completoPrendergast, Luke J. y Kenneth Gavin. "Monitoring of Scour Critical Bridges using Changes in the Natural Frequency of Vibration of Foundation Piles: A Preliminary Investigation". En Materials and Infrastructures 1, 199–209. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2016. http://dx.doi.org/10.1002/9781119318583.ch15.
Texto completoBolle, Annelies, Piet Haerens, Koen Trouw y Jos Smits. "Scour around gravity-based wind turbine foundations - prototype measurements". En Coasts, marine structures and breakwaters: Adapting to change, 2: 103–114. London: Thomas Telford Ltd, 2010. http://dx.doi.org/10.1680/cmsb.41318.0010.
Texto completoChambel, J., T. Fazeres-Ferradosa, A. M. Bento, F. Taveira-Pinto y P. Lomónaco. "Experimental study of long-term scour damage for protected offshore wind foundations". En Advances in the Analysis and Design of Marine Structures, 235–44. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003399759-26.
Texto completoWang, Jinquan, Zhiyong Zhang, Zuisen Li, Yuanping Yang y Xiaoliang Xia. "Scour characteristics of middle approach bridge foundations in Hangzhou Bay sea-crossing bridge". En Frontiers of Civil Engineering and Disaster Prevention and Control Volume 1, 497–506. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003308577-67.
Texto completoTakizawa, A. "Physical modelling of backward erosion piping in layered levee foundation". En Scour and Erosion IX, 33–38. Taylor & Francis, 2018. http://dx.doi.org/10.1201/9780429020940-8.
Texto completoActas de conferencias sobre el tema "Foundation scour"
Stroescu, I. y P. Frigaard. "Scour properties of mono bucket foundation". En The 8th International Conference on Scour and Erosion. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315375045-40.
Texto completoKariyawasam, Kasun, Campbell Middleton, James Talbot, Paul Fidler, Stuart Haigh, Jenny Roberts y Gopal Madabhushi. "On the potential for using bridge natural frequencies to detect scour: an experimental study". En IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0293.
Texto completoMa, Shuaibin, Wenpeng Wu, Sisi Liu y Shiguo Long. "Experimental Study on Scour Depth Monitoring of Bridge Foundation Based on Ultrasonic Wave". En IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.1815.
Texto completoStuyts, Bruno, David Cathie y Yi Xie. "Scour Assessment and Measurements for Pile-Supported Wind Turbine Foundations". En ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10660.
Texto completoPlenker, Désirée, Evelyn Heins y Jürgen Grabe. "Shape Optimisation of Model Scale Geotextile Sand Containers (GSC) Regarding Sinking Behaviour: First Results of Physical Model Tests". En ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54873.
Texto completode Sonneville, Ben, Greta van Velzen y Jan Wigaard. "Design and Optimization of Scour Protection for Offshore Wind Platform DolWin Beta". En ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23154.
Texto completoSheppard, D. Max y Tom Glasser. "Local Scour at Bridge Piers with Complex Geometries". En International Foundation Congress and Equipment Expo 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41022(336)65.
Texto completoLi, Ya, Xingnian Chen, Shejun Fan, Jean-Louis Briaud y Hamn-Ching Chen. "Is Scour Important for Pile Foundation Design in Deepwater?" En Offshore Technology Conference. Offshore Technology Conference, 2009. http://dx.doi.org/10.4043/19906-ms.
Texto completoHarris, John M., Richard J. S. Whitehouse y James Sutherland. "Marine Scour and Offshore Wind: Lessons Learnt and Future Challenges". En ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-50117.
Texto completoKoito, N., K. Horikoshi y A. Takahashi. "Physical modelling of backward erosion piping in foundation beneath levee". En The 8th International Conference on Scour and Erosion. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315375045-55.
Texto completoInformes sobre el tema "Foundation scour"
Breland, Benjamin, Janet Simms, William Doll, Jason Greenwood y Ronald Kaufman. Waterborne geophysical investigation to assess condition of grouted foundation : Old River Control Complex – Low Sill Structure, Concordia Parish, Louisiana. Engineer Research and Development Center (U.S.), mayo de 2022. http://dx.doi.org/10.21079/11681/44183.
Texto completoWalshire, Lucas, Joseph Dunbar y Benjamin Breland. Stability analysis of Old River Low Sill Structure. Engineer Research and Development Center (U.S.), septiembre de 2022. http://dx.doi.org/10.21079/11681/45349.
Texto completoSherrod, Curt. Development of an Agent-Based Supply Chain Management Simulation Tool Using the SCOR Model as the Foundation. Fort Belvoir, VA: Defense Technical Information Center, junio de 2009. http://dx.doi.org/10.21236/ada510452.
Texto completo