The Federal Highway Administration’s Hydraulics Research Laboratory has facilities to physically and numerically model hydraulic and sediment transport phenomena to support State highway administration initiatives. Recent advances in physical modeling instrumentation have facilitated flow visualization to support research. Flow visualization is now performed using the hydrogen bubble technique ...

Abstract Foundation scour can have a detrimental effect on the performance of bridge piers, inducing significant reduction lateral capacity footing and accumulation permanent settlement rotation. Although hydraulic processes responsible for foundation are nowadays well known, predicting their mechanical consequences is still challenging. Indeed, its impact failure mechanisms developing around h...

Bridges are built in a variety of locations, many of which are susceptible to earthquakes. These bridges must be built to achieve the objectives of both accelerated bridge construction (ABC) and rapid return to service following a disaster. The concept of designing sacrificial elements to dissipate seismic energy while preserving the integrity of the structure’s other main components is known a...

In order to solve the prediction and protection problems of local pier scour with a downstream sediment storage dam on non-uniform sand riverbeds in mountainous areas, Xi’an Chanhe Bridge China was taken as research object. Through comprehensive physical model experiments, influence layout surrounding water flow morphology around bridge piers studied. The relationship between boundary condition...

Replaceable energy dissipation elements can reduce damage to main structures and improve seismic resistance of bridge structures. However, in existing studies, replaceable are mainly arranged the transverse direction structure, while little attention is given longitudinal bridge, which also suffers from serious under earthquakes. This paper proposes an innovative double-limb-thin-wall (DLTW) pi...

In this paper attempts have been done to create a mortar with relatively high uniaxial compressive strength (UCS), easy casting, high flexibility, instant hardening, low cost and easy availability. The main use of this material is to physically model the mechanical behavior of jointed rock-like blocks. The effect of four parameters such as joint roughness coefficient (JRC), bridge length (L), b...

one of the important issues in hydraulic engineering is inspection of local scour depth around bridge pier. using piles is one of the ways for confronting local scour and erosion. in this study, the experiments were conducted in an 8m long, 0.5m deep and 0.25m wide flume. and the effectof using piles and number of them observed on the amount of scour in three different frude numbers. the shape ...

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