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By parametric study, it is observed that, the slope of the backfill, wall friction and wall inclination influences the results greatly, especially for the wall inclination.
The dynamical behavior of bubbles is observed to depend on the wall inclination.
The slope of the backfill, wall friction and wall inclination were taken into account in the calculation.
It was noticed that the influences of soil friction angle, seismic acceleration coefficient, wall inclination and excess pore pressure are significant when compared to the other parameters.
The wall thicknesses (at the bottom and at the top), base thickness, depth of water tank, and wall inclination were considered as design variables.
This image representation clearly reveals that a large number of side facets with different inclination and azimuth angles are present on the islands and that the side wall inclination at the island edges is larger than 60°.
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We find that the model reproduces the bubble trajectories for wall inclinations smaller than 55∘ 60∘.
Design charts are presented for calculating the net active horizontal thrust behind a rigid wall for a variety of horizontal pseudo-static accelerations, values of cohesion, soil internal friction angles, wall inclinations, and backfill slope combinations.
Roof area, glazed area, wall area, inclination of roof, and isothermal mass are the main features of system parameters.
It can be seen that the displacement of wall for nail inclination at Ѳ = 0° is less than Ѳ = 15° up to a depth of 4 m.
It can be seen that the displacement of wall for nail inclination at Ѳ = 0° is less than Ѳ = 15° up to a depth of 4 m. 5.
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