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Artykuły w czasopismach na temat "Seabed Instability"
Duran, Gerardo, Juan Manuel Mayoral, Edgar Mendoza i Rodolfo Silva. "SEABED INSTABILITY AROUND CAISSON BREAKWATERS". Coastal Engineering Proceedings 1, nr 33 (11.10.2012): 13. http://dx.doi.org/10.9753/icce.v33.posters.13.
Pełny tekst źródłaLiu, Hong Jun, Hu Wang, Min Sheng Zhang i Xiu Hai Wang. "Experimental Study on Mechanism of Wave-Induced Silty Seabed Fluidization". Applied Mechanics and Materials 90-93 (wrzesień 2011): 2790–97. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.2790.
Pełny tekst źródłaJeng, Dong-Sheng, i Liang Cheng. "Wave-induced seabed instability around a buried pipeline in a poro-elastic seabed". Ocean Engineering 27, nr 2 (luty 2000): 127–46. http://dx.doi.org/10.1016/s0029-8018(98)00046-8.
Pełny tekst źródłaChari, T. R., C. R. Dawe i S. A. Barbour. "Model Studies of Wave-Seabed Interactions". Journal of Offshore Mechanics and Arctic Engineering 109, nr 1 (1.02.1987): 67–74. http://dx.doi.org/10.1115/1.3256992.
Pełny tekst źródłaMizutani, Norimi, i Ayman M. Mostafa. "Nonlinear Wave-Induced Seabed Instability Around Coastal Structures". Coastal Engineering Journal 40, nr 2 (czerwiec 1998): 131–60. http://dx.doi.org/10.1142/s0578563498000091.
Pełny tekst źródłaHambly, Edmund C. "Punch‐Through Instability of Jack‐Up on Seabed". Journal of Geotechnical Engineering 111, nr 4 (kwiecień 1985): 545–50. http://dx.doi.org/10.1061/(asce)0733-9410(1985)111:4(545).
Pełny tekst źródłaZhang, Yongli, Yi Zhao i Zhenxia Yuan. "Effect of Seabed Instability on Pile Soil Pressure". Journal of Physics: Conference Series 1624 (październik 2020): 042071. http://dx.doi.org/10.1088/1742-6596/1624/4/042071.
Pełny tekst źródłaMostafa, Yasser E., i M. Hesham El Naggar. "Effect of seabed instability on fixed offshore platforms". Soil Dynamics and Earthquake Engineering 26, nr 12 (grudzień 2006): 1127–42. http://dx.doi.org/10.1016/j.soildyn.2005.12.010.
Pełny tekst źródłaRahman, M. S. "Wave‐induced instability of seabed: Mechanism and conditions". Marine Geotechnology 10, nr 3-4 (lipiec 1991): 277–99. http://dx.doi.org/10.1080/10641199109379896.
Pełny tekst źródłaHIROBE, Eiichi, Hajime ISHIDA i Chikayoshi YATOMI. "The instability region in anisotropic seabed to water waves". PROCEEDINGS OF HYDRAULIC ENGINEERING 41 (1997): 675–80. http://dx.doi.org/10.2208/prohe.41.675.
Pełny tekst źródłaRozprawy doktorskie na temat "Seabed Instability"
Li, Zhengxu. "Seabed Instability around a Submerged Breakwater due to Dynamic Loadings". Thesis, Griffith University, 2019. http://hdl.handle.net/10072/387387.
Pełny tekst źródłaThesis (Masters)
Master of Philosophy (MPhil)
School of Eng & Built Env
Science, Environment, Engineering and Technology
Full Text
Wang, Xiaoxiao. "Numerical Studies for Seabed Response around Marine Structures". Thesis, Griffith University, 2020. http://hdl.handle.net/10072/394681.
Pełny tekst źródłaThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
School of Eng & Built Env
Science, Environment, Engineering and Technology
Full Text
Ulker, Mehmet Baris Can. "Dynamics of Saturated Porous Media: Wave Induced Response and Instability of Seabed". NCSU, 2009. http://www.lib.ncsu.edu/theses/available/etd-08042009-161500/.
Pełny tekst źródłaHan, Shuang. "Liquefaction around a Submarine Tunnel under Natural Dynamic Loading". Thesis, Griffith University, 2020. http://hdl.handle.net/10072/399434.
Pełny tekst źródłaThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
School of Eng & Built Env
Science, Environment, Engineering and Technology
Full Text
Liang, Zuodong. "Three-Dimensional Model for Seabed Instability around Offshore Pipelines under Combined Wave and Current Loadings". Thesis, Griffith University, 2020. http://hdl.handle.net/10072/391522.
Pełny tekst źródłaThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
School of Eng & Built Env
Science, Environment, Engineering and Technology
Full Text
Shabani, Behnam. "Wave-Associated Seabed Behaviour near Submarine Buried Pipelines". Thesis, The University of Sydney, 2008. http://hdl.handle.net/2123/3532.
Pełny tekst źródłaShabani, Behnam. "Wave-Associated Seabed Behaviour near Submarine Buried Pipelines". University of Sydney, 2008. http://hdl.handle.net/2123/3532.
Pełny tekst źródłaSoil surrounding a submarine buried pipeline consolidates as ocean waves propagate over the seabed surface. Conventional models for the analysis of soil behaviour near the pipeline assume a two-dimensional interaction problem between waves, the seabed soil, and the structure. In other words, it is often considered that water waves travel normal to the orientation of pipeline. However, the real ocean environment is three-dimensional and waves approach the structure from various directions. It is therefore the key objective of the present research to study the seabed behaviour in the vicinity of marine pipelines from a three-dimensional point of view. A three-dimensional numerical model is developed based on the Finite Element Method to analyse the so-called momentary behaviour of soil under the wave loading. In this model, the pipeline is assumed to be rigid and anchored within a rigid impervious trench. A non-slip condition is considered to exist between the pipe and the surrounding soil. Quasi-static soil consolidation equations are then solved with the aid of the proposed FE model. In this analysis, the seabed behaviour is assumed to be linear elastic with the soil strains remaining small. The influence of wave obliquity on seabed responses, i.e. the pore pressure and soil stresses, are then studied. It is revealed that three-dimensional characteristics systematically affect the distribution of soil response around the circumference of the underwater pipeline. Numerical results suggest that the effect of wave obliquity on soil responses can be explained through the following two mechanisms: (i) geometry-based three-dimensional influences, and (ii) the formation of inversion nodes. Further, a parametric study is carried out to investigate the influence of soil, wave and pipeline properties on wave-associated pore pressure as well as principal effective and shear stresses within the porous bed, with the aid of proposed three-dimensional model. There is strong evidence in the literature that the failure of marine pipelines often stems from the instability of seabed soil close to this structure, rather than from construction deficiencies. The wave-induced seabed instability is either associated with the soil shear failure or the seabed liquefaction. Therefore, the developed three-dimensional FE model is used in this thesis to further investigate the instability of seabed soil in the presence of a pipeline. The widely-accepted criterion, which links the soil liquefaction to the wave-induced excess pressure is used herein to justify the seabed liquefaction. It should be pointed out that although the present analysis is only concerned with the momentary liquefaction of seabed soil, this study forms the basis for the three-dimensional analysis of liquefaction due to the residual mechanisms. The latter can be an important subject for future investigations. At the same time, a new concept is developed in this thesis to apply the dynamic component of soil stress angle to address the phenomenon of wave-associated soil shear failure. At this point, the influence of three-dimensionality on the potentials for seabed liquefaction and shear failure around the pipeline is investigated. Numerical simulations reveal that the wave obliquity may not notably affect the risk of liquefaction near the underwater pipeline. But, it significantly influences the potential for soil shear failure. Finally, the thesis proceeds to a parametric study on effects of wave, soil and pipeline characteristics on excess pore pressure and stress angle in the vicinity of the structure.
"Sand Foundation Instability due to Wave-Seabed-Structure Dynamic Interaction". Thesis, 2008. http://hdl.handle.net/2237/10077.
Pełny tekst źródłaNakamura, Tomoaki, i 友昭 中村. "Sand Foundation Instability due to Wave-Seabed-Structure Dynamic Interaction". Thesis, 2008. http://hdl.handle.net/2237/10077.
Pełny tekst źródłaÜlker, Mehmet Barış Can. "Dynamics of saturated porous media wave induced response and instability of seabed /". 2009. http://www.lib.ncsu.edu/theses/available/etd-08042009-161500/unrestricted/etd.pdf.
Pełny tekst źródłaCzęści książek na temat "Seabed Instability"
Jeng, Dong-Sheng. "Wave-Induced Seabed Instability". W Porous Models for Wave-seabed Interactions, 79–108. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-33593-8_4.
Pełny tekst źródłaYincan, Ye. "Analyses of Instability of Seabed and Substrate in the East China Sea". W Oceanology, 333–38. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4205-9_37.
Pełny tekst źródłaKassner, K. "Morphological Instability: Dendrites, Seaweed, and Fractals". W Science and Technology of Crystal Growth, 193–208. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0137-0_15.
Pełny tekst źródłaNadim, Farrokh, Tore J. Kvalstad i Tom Guttormsen. "Quantification of risks associated with seabed instability at Ormen Lange". W Ormen Lange–an Integrated Study for Safe Field Development in the Storegga Submarine Area, 311–18. Elsevier, 2005. http://dx.doi.org/10.1016/b978-0-08-044694-3.50030-5.
Pełny tekst źródłaOboni, F., i Z. Hlobil. "18. Building a residential complex on a slow deep-seated slope instability". W Slope stability engineering developments and applications, 113–17. Thomas Telford Publishing, 1991. http://dx.doi.org/10.1680/ssedaa.16606.0019.
Pełny tekst źródłaStreszczenia konferencji na temat "Seabed Instability"
Jeng, Dong-Sheng. "Wave-Induced Seabed Instability around a Breakwater". W Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480304.083.
Pełny tekst źródłaRafiei, Amin, M. S. Rahman i M. A. Gabr. "Coupled Analysis of Wave, Structure, and Sloping Seabed Interaction: Response and Instability of Seabed". W Eighth International Conference on Case Histories in Geotechnical Engineering. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482124.019.
Pełny tekst źródłaDay, Kevin. "Seabed canyons: slope instability problems, or just interesting features?" W Offshore Technology Conference. Offshore Technology Conference, 2002. http://dx.doi.org/10.4043/14101-ms.
Pełny tekst źródłaZhang, Yong-li, i Jie Li. "Seabed instability simplified model and application in offshore wind turbine". W 2009 2nd International Conference on Power Electronics and Intelligent Transportation System (PEITS). IEEE, 2009. http://dx.doi.org/10.1109/peits.2009.5406794.
Pełny tekst źródłaGao, Fuping, Jing Cao, Xiting Han, Yong Sha, En-yong Zhang, Yingxiang Wu i Jinsheng Cui. "Full-Scale Physical Modeling of Pipeline Instability on a Sloping Seabed". W Offshore Technology Conference. Offshore Technology Conference, 2011. http://dx.doi.org/10.4043/21260-ms.
Pełny tekst źródłaRafiei, Amin, M. A. Gabr, M. S. Rahman i Majid Ghayoomi. "Cyclic Response and Instability Analysis of Seabed With Cohesionless Soils Due to Surging Waves". W ASME 2021 40th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/omae2021-62635.
Pełny tekst źródłaUlker, M. B. C., M. S. Rahman i M. N. Guddati. "Standing Wave-Induced Dynamic Response and Instability of Seabed Under a Caisson Breakwater". W ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20524.
Pełny tekst źródłaÜlker, M. B. Can. "Preface of the "Symposium on analysis of wave-induced response and instability of seabed"". W NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2012: International Conference of Numerical Analysis and Applied Mathematics. AIP, 2012. http://dx.doi.org/10.1063/1.4756440.
Pełny tekst źródłaXu, Guohui, Xin Wang, Congcong Wei, Zibu Fu i Qingpeng Zhao. "Calculation of Wave-Induced Shallow Stratum Seabed Slides in the Subaqueous Yellow River Delta". W ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79069.
Pełny tekst źródłaDevries, Kellen, i Matthew Hall. "Comparison of Seabed Friction Formulations in a Lumped-Mass Mooring Model". W ASME 2018 1st International Offshore Wind Technical Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/iowtc2018-1099.
Pełny tekst źródłaRaporty organizacyjne na temat "Seabed Instability"
Christian, H. A., D. C. Mosher, J. V. Barrie, J. A. Hunter i J L Luternauer. Seabed slope instability on the Fraser River delta. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1998. http://dx.doi.org/10.4095/210045.
Pełny tekst źródłaPiper, D. J. W., R. Sparkes, D. C. Mosher, A. N. Shor i J A Farre. Seabed Instability near the Epicentre of the 1929 Grand Banks Earthquake. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1985. http://dx.doi.org/10.4095/129959.
Pełny tekst źródłaChristian, H. A., T. Mulder i R. C. Courtney. Seabed slope instability on the Fraser River Delta, Vancouver, British Columbia, Canada. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1995. http://dx.doi.org/10.4095/205044.
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