Concrete Block Retaining Wall Design Example

The coefficient of friction between the footing and foundation soil k 1 is 0 25 and the allowable soil bearing pressure is 2 000 psf 95 8.

Concrete block retaining wall design example.

Earthquake seismic design 7. Two equations are developed in this. In the past a designer would use a poured in place concrete wall with a veneer to achieve the same look. F c 3000 psi fy 60 ksi o development of structural design equations.

Assume level backfill no surcharge or seismic loading active earth pressure and masonry laid in running bond. Design procedure overview 3. Soil mechanics simplified 4. Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider.

National concrete masonry association 2009. Design manual for segmental retaining walls third edition. The walls are used in a variety of applications se including right of way restrictions protection of existing structures that must remain in place. Design the reinforced concrete masonry cantilever retaining wall shown in figure 2.

The concrete alone would cost more than the srw. Ce 437 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions. Building codes and retaining walls 5. In this example the structural design of the three retaining wall components is performed by hand.

Forces on retaining walls 6. Chapter 14 retaining walls july 2020 14 7 14 1 introduction retaining walls are used to provide lateral resistancefor a mass of earth or other material to accommodate a transportation facility. Soil bearing and stability 8. Concrete strength al ൯ne for an 10 thick wall with 5 10 and 2 5 clear to strength steel will only reduce the nominal moment capacity of the secti對on from 136 68 to 135 66 inch kips 尩 if the concrete strength decreased from 3 5 to 3 0 ksi.

Simac specifying segmental retaining walls landscape architecture march 1994. 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. They are commonly h or double u configuration. Two equations are developed.

It is commonly used to separate. Standard specification for segmental retaining wall units astm c 1372 04e2. In this example the structural design of the three retaining wall components is performed by hand. Retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance.

In this example the segmental retaining wall meets the structural and aesthetic needs of the designer because it matches the scale texture and color of the building s exterior facade. Geotextile a permeable polymeric material which may be woven non woven or knitted. Ce 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions.