Results 201 to 210 of about 2,467 (253)

Characterization and simulation of conglomerate reservoirs using core data of Triassic Baikouquan Formation, Mahu Depression. [PDF]

Sci Rep
Li X, Li F, Huang Z, Ji H, Wang H, Chen L, Zhang Z, Shi X.   +7 more
europepmc   +1 more source

Macro-Meso Characteristics and Damage Mechanism of Cement-Stabilized Macadam Under Freeze-Thaw Cycles and Scouring. [PDF]

Materials (Basel)
Liu H, Zhou S, Kuang A, Jin D, Peng X, Lv S.   +5 more
europepmc   +1 more source

Investigating the failure mechanisms of cascade landslide dams under overtopping conditions: an experimental approach. [PDF]

Sci Rep
Fu C, Zhao T, Li H, Huo D.
europepmc   +1 more source

Movement patterns and habitat selection of Lahontan cutthroat trout during streamflow recession in a Great Basin stream. [PDF]

Mov Ecol
Flynn K, Rhoades S, Rossi G, Bess Z, Simmons J, Csank A, Hogan Z, Chandra S.   +7 more
europepmc   +1 more source

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

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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.
Jean-Louis Briaud, Briaud Jean-Louis
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, Sharma P K   +2 more
exaly   +2 more sources