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The correlations between these five parameters and PGA, PGV, average uppermost 30-m shear-wave velocity (V S30), and maximum amplitude of HVSR (A max) were investigated to analyze the effect of the site condition and ground-motion amplitude on the degree and frequency width of the soil nonlinearity.
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The width of the annual increment depends on soil quality, the date of initiation and cessation of radial growth for the year, the rate of cell division, and the rate and magnitude of cell expansion.
The vertical and horizontal arrangements of aggregates and the slit width (2Bped are based on cubic geometry, where the width of the cubes represents the width (wped θ,z)) of soil structural units, which depends on soil water content and depth (z).
The effects of shear soil strength, soil stiffness, horizontal fault displacement, width of the fault slip zone are investigated.
In this study, a finite difference method, incorporated in the Fast Lagrangian Analysis of Continua 2D software, is employed to investigate this influence in terms of two key variables: the depth width ratio (the depth of the compressible soil to the bedrock/the width of the foundation) and the bedrock inclination (assuming the dip perpendicular to the direction of the strip foundation).
The effects of different parameters such as volume percent of SiO2 nanoparticles, agglomeration of SiO2 nanoparticles, soil medium, length and width of the structure, discontinues distance and the slope discontinuity are shown on the maximum velocity of the structure.
The maximum number of fine roots is between 5 and 6 per metre width of soil trench at a distance that is 1 1.5 times the DBH.
Previous studies of SSI effect (Ghosh and Wilson 1969; Rajasankar et al. 2007; Tabatabaiefar and Massumi 2010; Sáez et al. 2011) considered the width of soil as 3 4 times the width of the foundation.
The dimensions of the soil container are 1.8 m in height, 2.5 m in width and 3.8 m in length.
For a partially penetrating ditch drainage system being subjected to a uniform ponding field, the travel times of particles from the surface of the soil to the drains are found to be influenced by the anisotropy ratio of the soil, width, depth of penetration and water level heights of the drains (Figs. 7, 8) and the depth of the water head provided at the surface of the soil.
The wheel disturbs a strip of soil whose width is equal to the width of the wheel.
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