Embedded Retaining Wall Worked Example

Ce 437 537 spring 2011 retaining wall design example 1 8 design a reinforced concrete retaining wall for the following conditions.

Embedded retaining wall worked example.

In this example the structural design of the three retaining wall components is performed by hand. The purpose of this article is for the reader to fully understand the principle behind it. Two equations are developed. Soil mechanics simplified 4.

Geotechnical design dublin 13 14 june 2013 support to the implementation harmonization and further development of the eurocodes. Building codes and retaining walls 5. Retaining wall design 10 editionth a design guide for earth retaining structures contents at a glance. This video shows soilstructure software cantilever shoring capabilities in si units english units.

Earthquake seismic design 7. 2 fr cp 96 summary this report provides best practice guidance on the selection and design of vertical embedded retaining walls. Possible modes of failure for free standing concrete cantilever retaining walls. F c 3000 psi fy 60 ksi natural soil development of structural design equations.

Worked example 2 version 1. Cantilever timber pole walls are probably the most commonly used form of retaining wall for residential purposes. This example is intended to be readily calculated by hand although a lot of structural spreadsheets and software such as prokon are available. Soil bearing and stability 8.

Forces on retaining walls 6. Unless wall is embedded into sloping ground with sloping backfill or there is a weak layer at the toe of the wall. Worked examples presented at the workshop eurocode 7. Worked example to accompany mbie guidance on the seismic design of retaining structures for residential sites in greater christchurch version 2 november 2014.

To further understand the designed approach here is a worked example of the design of the retaining wall. The poles may also be of steel section for more heavily. The following worked example uses a simplified lrfd design procedure with load and resistance factors. Design procedure overview 3.

It covers temporary and permanent cantilever anchored.