WebDenmark. If liquefaction occurs before marginal stability of the pipeline, Hsu, J. R. S., and Jeng, D. S. 共1994兲. “Wave-Induced soil response in an • Stability design is based on determining an appropriate pipe unsaturated anisotropic seabed of infinite thickness.” Int. J. Numer. specific gravity. Analyt. Meth. WebApr 1, 2002 · The wave-induced oscillatory flow around the pipeline does not only affect the pipeline but also the seabed. In general, the on-bottom stability of the submarine pipeline is the problem of interaction between wave, soil and pipe, rather than only the pipe–soil interaction under cyclic loading as considered in the previous works.
Stability of immersed tunnel in liquefiable seabed under wave …
WebWebb, J. E., and Theodor, J. L., 1972, Wave-induced circulation in submerged sands, Journal of the Marine Biological Association of the United ... 1972, Bottom stability under wave-induced loading, Offshore Technology Conference Preprints 1: 853–862. Google Scholar Download references. Author information. Authors and Affiliations. Marine ... WebAug 18, 2024 · Under the action of th e combined loading condition of 1-year RP wave + 10-yea r RP current, an d for a concrete coa ting thickn ess less than or equal to 145 mm, the pi peline recor ds linfocito th1 e th2
Effects of siltation and desiltation on the wave-induced stability …
WebThe dynamic load of the sine wave was 0.3 N, the temperature was controlled from −60°C to 300°C, and the heating speed was 3°C/min. Three rock samples of granite, … WebMay 22, 2014 · First, the analytical formula for the stability of seafloor slope under static water condition is derived and the stability is analyzed. Then, waved-induced pressure … http://sourcedb.imech.cas.cn/zw/lwk1/200908/P020090831401698810871.pdf linfofactor