2022
DOI: 10.1016/j.oceaneng.2022.111443
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Local scour characteristics of monopile foundation and scour protection of cement-improved soil in marine environment - Laboratory and site investigation

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Cited by 26 publications
(5 citation statements)
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“…As for the in-site combination measures, cement-improved soil protection was tested by Ouyang et al [68] through physical simulations under a combined action of wave and current and verified in a wind farm in Jiangsu province, China. The main components of the cement-improved soil were clay and a percentage of cement for chemical solidification.…”
Section: Ground Improvement Protectionmentioning
confidence: 99%
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“…As for the in-site combination measures, cement-improved soil protection was tested by Ouyang et al [68] through physical simulations under a combined action of wave and current and verified in a wind farm in Jiangsu province, China. The main components of the cement-improved soil were clay and a percentage of cement for chemical solidification.…”
Section: Ground Improvement Protectionmentioning
confidence: 99%
“…The raw materials were fully mixed as a fluid near the OWT and the mixture was pumped and flowed to the seabed surface around the monopile; then, it gradually hardened into scour protection. They concluded that the cement-improved soil approach was feasible and effective in engineering applications and provided optimal protection ranges (see [68]).…”
Section: Ground Improvement Protectionmentioning
confidence: 99%
“…The bed-strengthening scheme is the most common method to reduce local scour [96], mainly riprap, cement strengthening [97], bionic grass [98], etc. Riprap protection is most widely used.…”
Section: Bed-reinforced Scour Protection Schemementioning
confidence: 99%
“…Protection measures for controlling local scour should be investigated after clarifying the mechanism of local scour around the foundation. Currently, there are two commonly used anti-scour measures; one is to use hard marine engineering materials to make physical anti-scour plates, and another is to change the flow field around the subsea structures to make the scour area away from the foundations [95]. Studies have shown that the anti-sinking plate support structure with a skirt can effectively alleviate the local erosion effect [97].…”
Section: Underwater Gas Storagementioning
confidence: 99%
“…However, the operating environment of the underwater energy storage accumulators is Separation vortices generated by the ocean current around the gas storage accumulator will erode the soil near the foundation, thereby affecting its stability. Therefore, it is important to understand the local scouring characteristics and predict the scouring depth around the foundation [95,96]. Protection measures for controlling local scour should be investigated after clarifying the mechanism of local scour around the foundation.…”
Section: Underwater Gas Storagementioning
confidence: 99%