Sentence examples for load the foundation from inspiring English sources

The effect of the speed of the moving load, the foundation stiffness and the length of the beam on the response of the beam have been studied and dynamic amplifications of deflections and stresses have been evaluated.

When the softened sandy soils beneath the spread foundation cannot bear the deviatoric stress induced by the loading of the surface building as well as the additional shear force due to the seismic loading, the foundation bearing layer will be squeezed out laterally and upward.

Stress concentration can be clearly seen at the bottom of the spread foundation, caused by the load above the foundation.

The parameters include the magnitude and speed of the moving load and the foundation nonlinearity and its damping coefficient.

In modern time, due to scarcity of land space in the urban area tall building became essential to cater the housing requirement, which interns causes tremendous increase in the load in the foundation soil for which pile foundation with larger diameter and length becomes more effective solutions in terms of both increased load carrying capacity and settlement reducer.

The main objectives of the present investigation is to assess the usefulness of fly ash as a soil admixture, and focused to improve the engineering properties of soil to make it capable of taking more load from the foundation structures.

The relationship between the strength and deformation of rocks under cyclic loading is the foundation for design and assessment of such scenarios.

Because the location of the railway moving load varies along the bridge, it is important to investigate the effects of the maximum lateral pressures, centric and eccentric loads on the foundation system, and crown and conduit walls.

The spatial derivatives of wave velocity also participate in the expression for the wave convective acceleration, whose effect is demonstrated on the inertial loads on the foundation in the presence of ocean currents.

A simple procedure based on the finite element method has been developed for treating the dynamic analysis of beams on an elastic foundation subjected to moving point loads, where the foundation has been modelled by springs of variable stiffness.

The results reveal that the unilateral constraint has a significant effect on the postbuckling response of the plate subjected to either mechanical or thermal loading when the foundation stiffness is sufficiently large.