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Estimation of Active Earth Pressure for Limited Width of Soil Using Nonlinear Failure Criterion
Geotechnical and Geological Engineering, 2022L. Cong +3 more
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Active earth pressure on a cylindrical retaining wall with considering the spatial arching effect
Arabian Journal of Geosciences, 2022Kunlin Lu +3 more
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Active earth pressure on retaining walls of finite length
Hydrotechnical Construction, 19761. The active earth pressure on retaining walls of finite length is considerably less than that determined by the Coulomb theory. 2. The coefficient of pressure decrease depends on the soil parameters and ratio K=B/H. When K>5 the solution approximates the Coulomb solution. 3. The slope angle of the slip plane of the soil for
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Active earth pressure of retaining wall considering wall movement
European Journal of Environmental and Civil Engineering, 2014The coulomb’s limit equilibrium theory is employed for the active earth pressure calculation of retaining wall considering translational wall movement. It is considered that the earth pressure against the back of the wall is due to the thrust exerted by a wedge of soil between the wall and a plane passing through the heel of the wall.
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Active Earth Pressure Distribution inside Narrow Backfill Considering Soil-Arching Effect
International Journal of Geomechanics, 2022M. Khosravi +3 more
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