Results 41 to 50 of about 4,434 (160)

Physical Modeling of Local Scouring around Bridge Piers in Erodable Bed

open access: yesJournal of King Saud University: Engineering Sciences, 2007
The construction of bridges in alluvial channels will cause a contraction in the waterway at the bridge site. The contraction in the waterway will cause a significant scour at that site.
Thamer Ahmed Mohammed   +4 more
doaj   +1 more source

Scour Development in Square Pile Groups: Effects of Pile Number and Spacing

open access: yesCivil Engineering Dimension
Local scour around pile group foundations poses a significant risk to hydraulic and coastal structures, particularly when multiple piles interact with complex flow patterns. This study presents a numerical investigation of local scour around pile groups
Aisyah Dwi Puspasari, Jyh-Haw Tang
doaj   +1 more source

Numerical Investigation of Local Scour Around Bridge Pile-Group Foundations Under Steady Flows

open access: yesInfrastructures
Local scour around pile-group foundations is a predominant cause of hydraulic instability in bridge engineering. This study employs a fully coupled three-dimensional computational fluid dynamics model to investigate local scour around a 2 × 2 inline pile
Wentao Li   +6 more
doaj   +1 more source

Experimental, Analytical, and Numerical Evaluation of Bridge Pier Scouring

open access: yesCivil and Environmental Engineering
Due to the rising number of incidents of bridge failure, scouring around bridges has received a lot of attention. Accurate scour depth prediction is a challenge for researchers and experts, despite massive global research efforts.
Kadam Gouri, Dawari Balkrishna
doaj   +1 more source

Influence of scour depth and flow velocity field on large-diameter pier group pile foundations

open access: yesFrontiers in Marine Science
Sea-crossing bridges face critical challenges due to scour, which can destabilize foundations. This study investigates the scour characteristics of the large-diameter main pier of the Haiwen Bridge, with a pile diameter of 4.3 meters. Seabed changes were
Junfeng Shi   +4 more
doaj   +1 more source

Calculation of foundation scour for new debris flow grille dam with ground anchor and counterfort

open access: yesYantu gongcheng xuebao, 2018
The foundation play a significant role in the reliability of debris flow grille dam. Compared with the exposed structures, foundation scour under debris flows is more important. On the basis of a new proposed debris flow grille dam with ground anchor and
WANG Yong-sheng 1, 2, ZHANG Yan-jian 1, 2, ZHU Yan-peng 1, 2, YAN Cong 1, 2
doaj   +1 more source

Laboratory Study of Local Scour Around an Array of Pile Groups in Clear-Water Scour Conditions

open access: yesJournal of Marine Science and Engineering
Current-induced local scour around pile groups weakens the capacity of structures. In this paper, experimental tests of local scour around an array of 5 × 5 pile groups were conducted in a steady current in a hydraulic flume.
Ming Gong   +7 more
doaj   +1 more source

Scour and Scour Protection for Bucket Foundations

open access: yes, 2005
A test programme has been performed to determine the scour around a bucket foundation for an offshore windturbine. furthermore the necessary scour protection has been investigated.
Larsen, Brian Juul, Frigaard, Peter
openaire   +1 more source

On the influence of apron and cutoff wall configurations on scour protection downstream grade control structures

open access: yesResults in Engineering
Local scour downstream of hydraulic structures poses a major challenge in fluvial engineering, often compromising the stability of river control systems. Falling and impinging jets from Grade Control Structures (GCSs) are key contributors to cavity scour
Hossein Mohammadnezhad   +2 more
doaj   +1 more source

Numerical investigation of scour behavior around complex piers under flood conditions

open access: yesFrontiers in Built Environment
IntroductionLocal scour at bridge piers is a primary cause resulting bridge failure, a risk that is significantly exacerbated under extreme hydrodynamic events such as floods.MethodsThis study presents a numerical investigation of the scour behavior ...
Qiang Qin   +6 more
doaj   +1 more source

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