Retaining Wall Design Calculations Example

The example wall is shown in figure x 2.

Retaining wall design calculations example.

Two equations are developed in this. In this example the structural design of the three retaining wall components is performed by hand. In this example the structural design of the three retaining wall components is performed by hand. Earthquake seismic design 7.

Design procedure overview 3. 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. The design of a retaining wall must account for all applied loads. The wall is assumed to be.

Based on our example in figure a 1 we have the forces due to soil pressure due to water and surcharge load to consider. Concrete cantilever wall example. F c 3000 psi fy 60 ksi natural soil development of structural design equations. The loads that are of primary concern are the lateral earth pressures induced by the retained soil.

Ce 437 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions. Two equations are developed. 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. Under normal conditions the lateral earth pressure is at rest condition.

Retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance. In the temporary condition no water will be taken into account. 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. Ce 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions.

Soil bearing and stability 8. 1 2 example wall. Building codes and retaining walls 5. Soil mechanics simplified 4.

Assuming that the allowable bearing pressure of the soil is 120 knm 2 the. 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. Forces on retaining walls 6. But if the wall deflects slightly stresses.

F c 3000 psi fy 60 ksi o development of structural design equations.