Soil mechanics simplified 4.
Retaining wall design example with surcharge 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.
Assuming that the allowable bearing pressure of the soil is 120 knm 2 the.
Retaining walls generally have little vertical load other than self weight and weight of any soil on a footing.
Retaining wall development is described in section 11 55 5 of the.
14 1 1 1of this chapter.
Soil bearing and stability 8.
1 1 possible modes of failure.
Earthquake seismic design 7.
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.
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.
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.
Surcharge load on plan surcharge 10 0 kn m2 applied vertical dead load on wall wdead 85 6 kn m.
The live load surcharge is positioned to produce the maximum design load.
Retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance.
Retaining wall to support a fill.
Retaining wall design example with surcharge load.
Design procedure overview 3.
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.
Retaining wall to support a cut.
Wisdot regional staff determines the need for permanent retaining walls on highway projects.
Each of these walls must be designed to resist the external forces applied to the wall from earth pressure surcharge load water earthquake etc.
Forces on retaining walls 6.
Possible modes of failure for free standing concrete cantilever retaining walls are illustrated.
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.
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.
However this isnt the case if the retaining wall is.
Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider.
