Results 181 to 190 of about 1,276 (229)

Coal-Free Zone Genesis and Logging Response Characterization Using a Multi-Curve Signal Analysis Framework. [PDF]

Entropy (Basel)
Yang X, Chen Y, Shi L, Qu X, Fu S.
europepmc   +1 more source

Condition Monitoring of Railway Bridges Using Vehicle Pitch to Detect Scour. [PDF]

Sensors (Basel)
McGeown C, Hester D, OBrien EJ, Kim CW, Fitzgerald P, Pakrashi V.   +5 more
europepmc   +1 more source

Some of the next articles are maybe not open access.

Related searches:

Scour Depth at Bridges: Method Including Soil Properties. I: Maximum Scour Depth Prediction

Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2015
Scour of the soil by flowing water around bridge supports is the number one reason for bridge collapse. Predicting the depth of the scour hole is an integral part of the bridge foundation design, as it impacts the depth of the piles. Indeed, the scour depth must be ignored in the vertical and horizontal resistance of the piles.
Briaud Jean-Louis, Jean‐Louis Briaud
exaly   +2 more sources

Maximum scour depth around bridge pier in gravel bed streams

Natural Hazards, 2017
Precise prediction of scour near the circular uniform pier may lead to the economic design of piers and avoid disastrous instances. Present study mainly deals with cohesionless sediment with gravel particles. Authors checked the three latest bridge pier scour models in this study.
Manish Pandey, Pandey Manish, Ahmad Z
exaly   +2 more sources

Study on maximum scour depth of slanting stream in gravel channel

2011 International Conference on Electric Technology and Civil Engineering (ICETCE), 2011
The local scour depth is a key parameter in the design of levee engineering. Based on experiment data, a non-dimensional analysis for the prediction of local scour depth of slanting stream is presented, The maximum scour depth is related to the approach flow velocity, flow depth, flow angle, slope of levee and the particle size of the bed sediment. The
Xiaoming Guo, Xingnian Liu, Fengguang Yang   +2 more
exaly   +2 more sources

Maximum local scour depth at bridge piers and abutments

Journal of Hydraulic Research, 1998
Results of recent laboratory investigations of local scour at bridge piers and abutments are presented. Similarities between the principal vortex occurring in local scour holes at abutments and the horseshoe vortex and downflow at piers are highlighted.
J.K. Kandasamy, B.W. Melville
openaire   +1 more source

MAXIMUM SCOUR DEPTH AT SUBMERGED SKEWED BRIDGE AND PIER

Malaysian Journal of Civil Engineering, 2018
Maximum local scour depth around pier due to the submerged skewed bridge along with its rectangular pier under clear water condition has been experimentally studied. In present study, twenty four tests were carried out including; six various aligned bridge models with the different angles such as; 0, 5, 10, 15, 22.5 and 30 degree to the presumptive ...
Amirsaeed Farhangi, Ahmad Mohammad Ali Thamer, Abdul Halim Ghazali, Badronnisa Yusuf   +3 more
openaire   +1 more source

Laboratory study of maximum scour depth downstream of sills

Proceedings of the Institution of Civil Engineers - Water Management, 2008
Bed sills have been widely used as a sequence of grade-control structures in mountain streams where incision has to be prevented. Major local scouring downstream of these structures is, however, often observed. In order to investigate the characteristics of local scouring, a number of experiments have been carried out with 105 cases in different ...
C. Chinnarasri, D. Kositgittiwong
openaire   +1 more source