Retaining Wall Design Example With Surcharge Load

Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider.

Retaining wall design example with surcharge load.

Retaining wall to support a fill. Retaining wall to support a cut. Retaining wall development is described in section 11 55 5 of the. In figure 1 where a semi gravity wall is shown the live load surcharge is placed over any element of the ers for settlement and bearing analysis while the live load surcharge is placed behind all the elements of the ers for sliding and eccentricity analysis.

Building codes and retaining walls 5. 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. The live load surcharge is positioned to produce the maximum design load. Basement walls they are often buttressed by return walls and floor diaphragms which may make them too stiff for active soil pressures to develop requiring higher design loads and a different design approach.

It can be either dead loads for example sloping backfill above the wall height or live load which could result from the highway or parking lot paving or adjacent footing. Retaining wall design bs 8002 1994 tedds calculation version 1 2 01 06 ultimate limit state load factors dead load factor f d 1 4 live load factor f l 1 6. 14 1 1 1of this chapter. Surcharge loads acting on retaining wall surcharge loads acting on retaining walls are additional vertical loads that used to the backfill soil above the top of the wall.

However this isnt the case if the retaining wall is. Each of these walls must be designed to resist the external forces applied to the wall from earth pressure surcharge load water earthquake etc. Surcharge load on plan surcharge 10 0 kn m2 applied vertical dead load on wall wdead 85 6 kn m. Retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance.

However this isnt the case if the retaining wall is. Soil mechanics simplified 4. Earthquake seismic design 7. Wisdot regional staff determines the need for permanent retaining walls on highway projects.

Assuming that the allowable bearing pressure of the soil is 120 knm 2 the. Forces on retaining walls 6. Possible modes of failure for free standing concrete cantilever retaining walls are illustrated. Design procedure overview 3.

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. Soil bearing and stability 8. Retaining wall design example with surcharge load. Prior to completing any retaining wall design it is first necessary to calculate the forces acting on the wall.