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The height of zones and the theoretical analytical solutions of inner soil pressure are derived.
However, the cross-section area increases as the surrounding soil pressure increases after buckling appears.
Metal strips resist the soil pressure in the reinforced earth walls.
This paper introduces feasibility study of scour depth determination based on lateral soil pressure measurement.
The data of experimental model were acquired using pore pressure, soil pressure and displacement measuring instruments.
The results show that the mud pressure is more convenient to calculate the cutterhead resistance than active soil pressure.
Tactile sensing technology is used in this study to measure the soil pressure acting on the pipe.
The distribution of soil pressure in landslides above anti-slide piles is a key factor in their design.
An investigation is made on the soil pressure in a nine cabin opened bottom elliptical barrel structure.
The results suggest that under the RT model: the non-limit soil pressure has a nonlinear distribution; the backfill disturbance degree and the lateral soil pressure increase with an increase in the wall rotation angle; and, the points where the resultant lateral soil pressure acts on the retaining wall are less than 2/3 of the height of the wall.
The other calculation model is based on the use stage, with the two (passive and active) zones for the soil pressure in cabins.
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