Results 31 to 40 of about 1,955 (169)

Study on the Mechanism of Local Scour Around Bridge Piers

open access: yesJournal of Marine Science and Engineering
Local scour around bridge piers poses significant challenges to the stability and safety of bridge structures. Local scour results from the combined effects of increased longitudinal flow velocity, the direct impact of the flow in front of the pier, and ...
Haiyang Dong, Zongyu Li, Zhilin Sun
doaj   +1 more source

Deformation Analysis of Large Diameter Monopiles of Offshore Wind Turbines under Scour

open access: yesApplied Sciences, 2020
The displacement of monopile supporting offshore wind turbines needs to be strictly controlled, and the influence of local scour can not be ignored. Using p–y curves to simulate the pile–soil interaction and the finite difference method to calculate ...
Zhaoyao Wang   +5 more
doaj   +1 more source

Studying the effect of partial blockage on multi-vents bridge pier scour experimentally and numerically

open access: yesAin Shams Engineering Journal, 2018
The local scour depth at bridge supports due to partial blockage on front of multi-vents bridge pier is studied experimentally and numerically. The existence of blockage such as debris and industrial wastes, leads to increase the local scour depth around
Yasser Abdallah Mohamed Moussa   +2 more
doaj   +1 more source

Three-dimensional numerical simulation of the influence of advancement patterns on local scour around dike

open access: yesShuili Shuiyun Gongcheng Xuebao, 2023
During the implementation of water conservancy and flood control and disaster mitigation, such as river closure and quick closure of earth-rock dike breaches, a strong local scour would occur at the gap or mouth.
LI Dengsong   +5 more
doaj   +1 more source

Experimental Study on Local Scour at the Monopile Foundation of an Offshore Wind Turbine under the Combined Action of Wave–Current–Vibration

open access: yesJournal of Marine Science and Engineering
Monopile foundations are the most widely used offshore wind turbine foundations. The experiments were conducted to investigate the influencing factors of local scour around the monopile under the action of wave–current–vibration.
Li Shi   +4 more
doaj   +1 more source

Estimation of Scour Depth at Bridge Piers by Using FASTER Model and Experimental Formulas [PDF]

open access: yesمهندسی منابع آب, 2017
Bridges are one of the most important river structures. One of the main causes of bridge failure is local scour at bridge piers. Yearly, Many bridges failed around the world because of disregarding hydraulic factors.
Elham Ghanbari Adivi   +1 more
doaj  

Experimental investigations of local scour around piles in a single-column and three-columns with multiple rows in steady current

open access: yesApplied Ocean Research
Local scour around pile groups is a common phenomenon in fluvial and coastal engineering, leading to a reduction in the bearing capacity of pile foundations frequently.
Ming Gong   +7 more
doaj   +1 more source

Comparison of Calculation Methods for Local Scour in Bridge Pier Foundation of Piles-Cushion Cap

open access: yesZhongwai Gonglu
In order to analyze the calculation methods for local scour in bridge pier foundation of piles-cushion cap, this paper listed the six common Chinese and foreign calculation methods, described their calculation process and selection of calculation ...
LIU Hui, JIANG Yanhua, YAN Jiechao
doaj   +1 more source

Study of the time-dependent clear water scour around circular bridge piers

open access: yesJournal of Hydrology and Hydromechanics, 2017
The local scour around bridge piers influences their stabilities and plays a key role in the bridge failures. The estimation of the maximum possible scour depth around bridge piers is an important step in the design of the bridge pier foundations.
Aksoy Aysegul Ozgenc   +3 more
doaj   +1 more source

Numerical Investigation of Local Scour Around Double Triangular Prisms Using a DBM–LBM Coupled Model

open access: yesJournal of Marine Science and Engineering
Local scour is a typical hydro-sediment coupled process around near-bed obstacles. Its intensity and spatial distribution are jointly controlled by the surrounding-flow structure, sediment transport, and bed-feedback deformation.
Keyao Li, Aojie Sun, Yong Peng
doaj   +1 more source

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