Experimental characterization of particle migration regimes in unsaturated gap-graded soils: density-dependent patterns under rainfall infiltration. [PDF]
Shu Z, Teng H, Li X, Chen H, Wu K, Li X.
europepmc +1 more source
Study on mining-induced stress behavior on surrounding rock of rockburst mine under large buried depth and hard overburden. [PDF]
Ma X +8 more
europepmc +1 more source
Study of heat transfer model and buried thermocouple test of bell-type annealing furnace based on thermal equilibrium. [PDF]
Yang XJ +5 more
europepmc +1 more source
Specific ion effects on the soil shear strength and clay surface properties of collapsing wall in Benggang. [PDF]
Huang B +7 more
europepmc +1 more source
Applications of Bioengineered Polymer in the Field of Nano-Based Drug Delivery. [PDF]
Mishra S +5 more
europepmc +1 more source
Related searches:
Equilibrium depth and time scale of local scour around a forced vibrating pipeline
Coastal Engineering, 2023The equilibrium depth and time scale of the scour evolution of a forced vibrating pipeline in unidirectional currents are experimentally investigated under clear-water conditions (θ < θcr, θcr = critical Shields parameter) with a water depth of 0.2–0.4 m and approach velocity of 0.125–0.261 m/s.
Yee Meng Chiew, Chunning Ji
exaly +3 more sources
A Calculation Model of the Equilibrium Scour Depth for Monopile Foundations Under Waves and Currents
Arabian Journal for Science and Engineering, 2021Scour behavior around a monopile foundation of offshore wind turbines (OWTs) should take into account the effect of combined waves and currents. To obtain an accurate equilibrium scour depth, a calculation model was proposed herein on the basis of the energy balance concept.
Guoliang Dai, Gao Luchao, Zhihui Wan
exaly +2 more sources
Prediction of Equilibrium Local Scour Depth at Complex Bridge Piers
Journal of Hydraulic Engineering, 2016AbstractAt present, bridges are frequently built with geometries that consist of a column founded on a pile cap and supported by an array of piles, referred to as common complex piers or most often (as also in this paper), briefly, as complex piers. This paper addresses prediction of local scour depth at those complex piers. An experimental campaign of
Rodrigo Maia, Mario Moreno
exaly +2 more sources
Abstract The physical process of scour around bridge piers is complicated. Despite various models presented to predict the equilibrium scour depth and its time variation from the characteristics of the current and sediment, scope exists to improve the existing models or to provide alternatives to them. In this paper, a neural network technique within
Bruce Melville, Dong-Sheng Jeng
exaly +2 more sources

