As a subsea construction method, the vertical lifting standpipe has been widely used for the construction of underwater intakes and outlets for hydraulic tunnels since it was applied in China in 1974.
To investigate the performance of asphalt mixture designed by the vertical vibration method, the vertical vibration design method (VTM design method) and Marshall design method were used to design the AC-16 (asphalt concrete with nominal maximum aggregate size = 16 mm) asphalt mixture.
For the stationary source method, the vertical bipole source was supplied at each transmission station.
However, in the case of using the sequential concrete placement method (or rotation method), the vertical cracks along the UHPFRC tube joints (or joint-cracks) were critical to the overall performance.
According to the principle of the finite element method, the vertical displacement (∆y), lateral displacement (∆x), angle with respect to axis X ((Delta theta)) and angle with respect to axis Y ((Delta phi)) of the beam element can be expressed by Eqs.
Different models use different solution methods: some global models use spectral methods for the horizontal dimensions and finite difference methods for the vertical dimension, while regional models and other global models usually use finite-difference methods in all three dimensions.
Different models use different solution methods: some global models and almost all regional models use finite difference methods for all three spatial dimensions, while other global models and a few regional models use spectral methods for the horizontal dimensions and finite-difference methods in the vertical.
In this article, we present novel, high-order, discontinuous Galerkin (DG) methods for the vertical extent of the water column in coastal settings.
Investigation of the features of the disturbed region of the lower ionosphere based on its diagnostics by the methods of the vertical sounding and oblique backscattering is the main goal of this paper.
The behaviour of a slab prior to the development of membrane forces is estimated through classic, renowned methods, and the vertical deflection at which membrane action begins by means of a perfect-plastic kinematic model.
