1 1 possible modes of failure.
Retaining wall design example with surcharge load.
Surcharge load on plan surcharge 10 0 kn m2 applied vertical dead load on wall wdead 85 6 kn m.
Building codes and retaining walls 5.
However this isnt the case if the retaining wall is.
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.
Retaining wall to support a cut.
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.
Forces on retaining walls 6.
A wall number is assigned as per criteria discussed in.
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.
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.
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 to support a fill.
Soil bearing and stability 8.
Retaining wall design example with surcharge load.
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.
Wisdot regional staff determines the need for permanent retaining walls on highway projects.
Retaining walls generally have little vertical load other than self weight and weight of any soil on a footing.
However this isnt the case if the retaining wall is.
Possible modes of failure for free standing concrete cantilever retaining walls are illustrated.
The live load surcharge is positioned to produce the maximum design load.
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.
Earthquake seismic design 7.
Assuming that the allowable bearing pressure of the soil is 120 knm 2 the.
Retaining wall development is described in section 11 55 5 of the.
Retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance.
Each of these walls must be designed to resist the external forces applied to the wall from earth pressure surcharge load water earthquake etc.
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.
