Research on Elastocoast Revetment Wave Model Test

Hua Zhong; Bin Zhang; Yu Wang; Jing Lu Sun

doi:10.4028/www.scientific.net/AMM.353-356.2693

Paper Titles

Design and Comparison of Catenary and Taut Mooring Systems for New Concept FPSO IQFP in Shallow Waters
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Improvement of Absorbing Boundary Conditions for Non-Hydrostatic Wave-Flow Model SWASH
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Prediction of Salinity in Qiantang Estuary Based on Wavelet Neural Network Optimized by Particle Swarm Optimization
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Dynamic Simulation of High-Pile Wharf Slab under Action of Irregular Waves
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Research on Elastocoast Revetment Wave Model Test
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Recent Evolution and Future Prediction of the Delta at the Yangtze River Mouth
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Experimental Study for Irregular Wave Uplift Force on Upper-Structure of Offshore High-Piled Wharf under Wave-Current Interaction
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Experimental Device and Study on Interfacial Shear Stress of the Laminar Soil
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A Study of Turbulent Shear Stress on Fine-Grained Suspended Sediment Flocs Size in the Yangtze Estuary
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Research on Elastocoast Revetment Wave Model Test

Research on Elastocoast Revetment Wave Model Test

Abstract:

Elastocoast revetment is a new slope protection structures. It has good frost heave adaptability. But it also suffers wave action when used for revetment works. In order to study its protective effect on bank slope, the Elastocoast revetments wave model test under wave action is made, and the cement mortar revetment comparative trail is made simultaneously. It is researched that the rule of wave reflectivity, wave run-up, bottom uplift and surface wave pressure. That offers theoretical basis and reference for structure design and guidance for engineering practice.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

2693-2698

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.2693

Citation:

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Online since:

August 2013

Authors:

Hua Zhong*, Bin Zhang, Yu Wang, Jing Lu Sun

Keywords:

Comparative Trail, Elastocoast Revetments, Wave Pressure, Wave Reflectivity, Wave Run-Up

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* - Corresponding Author

References

[1] The Ministry of Communications of China. JTJ 213-98, Code of Hydrology for Sea Harbour[S]. Beijing, People's Transportation Press. (In Chinese).

Google Scholar

[2] Water Resources Ministry of China. SL237-1999, Geotechnical Testing Code[S]. Beijing, China Water Power Press. (In Chinese).

Google Scholar

[3] The Ministry of Communications of China. TJT/T234-2001. Wave Model Test Regulation[S]. Beijing, People's Transportation Press. (In Chinese).

Google Scholar

[4] The State Bureau of Technical Supervision and Ministry of Construction. GB50286-98. Code for design of levee Project[S]. Beijing, China Planning Press. (In Chinese).

Google Scholar