Retaining Wall Design Calculations Example

Two equations are developed in this.

Retaining wall design calculations example.

Retaining wall design calculation example posted on april 29 2012 by retainingwalldesign the cross section of a cantilever retaining wall is shown in figure 8 10 calculate the factors of safety in regards to overturning sliding and bearing capacity. In the temporary condition no water will be taken into account. But if the wall deflects slightly stresses. The design of a retaining wall must account for all applied loads.

Two equations are developed. Under normal conditions the lateral earth pressure is at rest condition. The example calculations are made here using mathcad. In this example the structural design of the three retaining wall components is performed by hand.

F c 3000 psi fy 60 ksi natural soil development of structural design equations. F c 3000 psi fy 60 ksi o development of structural design equations. 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. Soil mechanics simplified 4.

Design procedure overview 3. Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider. The wall is assumed to be. Retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance.

Earthquake seismic design 7. 1 2 example wall. Ce 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions. 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.

In this example the structural design of the three retaining wall components is performed by hand. Forces on retaining walls 6. Concrete cantilever wall example. Building codes and retaining walls 5.

Retaining wall design temporary condition the following calculations will consider the worst case. The example wall is shown in figure x 2. Soil bearing and stability 8. This procedure is intended to be readily calculated by hand although use of calculation software such as mathcad or excel will be useful for design iterations.

Retaining wall analysis bs 8002 1994 tedds calculation version 1 2 01 06 wall details retaining wall type cantilever propped at base height of retaining wall stem hstem 3500 mm.