3. A filling slope is protected by a gravity retaining wall. The retaining wall is in weathered rock stratum, the self-weight of the wall is G, the fill behind the wall back is mainly construction spoil. In the active state of limit equilibrium, the active earth pressure is presented by Ea. The friction coefficient of wall base is u. The dimensions and angles of each part are shown in the figure. If it is necessary to carry out the anti overturning checking calculation and the anti slip checking calculation, what conditions should be met respectively? Please write the conditions that need to be met with the known quantities. xo X1 G do α1 Iz Ea

3. A filling slope is protected by a gravity retaining wall. The retaining wall is in weathered rock stratum, the self-weight of the wall is G, the fill behind the wall back is mainly construction spoil. In the active state of limit equilibrium, the active earth pressure is presented by Ea. The friction coefficient of wall base is u. The dimensions and angles of each part are shown in the figure. If it is necessary to carry out the anti overturning checking calculation and the anti slip checking calculation, what conditions should be met respectively? Please write the conditions that need to be met with the known quantities. xo X1 G do α1 Iz Ea

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Lateral Earth Pressure

Section: Chapter Questions

Problem 16.3P: The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and...

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The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and B, assuming at-rest conditions.
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