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04-03-2019  Sketches of the retaining wall forces should be considered to properly distinguish the different forces acting on our retaining wall as tackled in the previous article, Retaining Wall: A Design Approach. Based on our example in Figure A.1, we have the forces due to soil pressure, due to water and surcharge load to consider.

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In the rail sector, for instance, it is common to see a 45° line offset 3m back from the retaining wall. This certainly solves the discrepancy seen in example A above. The 45° rule of thumb remains, however, a very convenient method of performing a speedy on-site assessment of surcharges; and in the hands of competent people has remained a robust tool for many years.

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Retention, or retaining, walls provide a practical means to make a difficult slope manageable and hold up some amount of soil and vegetation while lending landscape interest. Thoroughly planned and ably performed wall construction will help to ensure the retaining wall's stability.

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Retaining walls Example 3.16 Design of a cantilever retaining wall (BS 8 110) The cantilever retaining wall shown below is backÞlled with granular material having a unit weight, , of 19 kNm 3 and an internal angle of friction, , of 30 . Assuming that the allowable bearing pressure of the soil is 120 kNm 2, the

Worked Example: Retaining Wall Design The Structural

04-03-2019  Sketches of the retaining wall forces should be considered to properly distinguish the different forces acting on our retaining wall as tackled in the previous article, Retaining Wall: A Design Approach. Based on our example in Figure A.1, we have the forces due to soil pressure, due to water and surcharge load to consider.

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How to Calculate the Depth of Footing for a Retention

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