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Retaining structures hold back soil or other loose material where an abrupt change in ground elevation occurs. The design involves two major steps: the first one is the evaluation of the stability of the whole structure under the service loads, which includes the overturning and sliding failure modes, and the second one is the design of the different components, such as the stem, heel, toe and key, for bending and shear, under the combined factored loads.
As an example, consider a concrete retaining wall with a 16-ft high stem that holds a 14-ft high backfill, which is sloped 10 degrees.
The program checks the wall stability for the service combined loads and performs the concrete design of the stem, toe, heel and key for the factored combined loads.
ASDIP Retain generates a graphical view of the designed retaining wall and the resulting pressures and forces, as shown. Design of a retaining wall supported only at the base under the combination of earth pressure, surcharge, wind and seismic loads.

Design of a retaining wall supported at the base and laterally restrained at the top, also known as a basement wall, under the combination of earth pressure, surcharge, wind and seismic loads.
ASDIP Retain is an integrated, interactive system that combines the flexibility of a fill-in-the-blanks format with the power of Windows Forms to effortlessly develop either an optimal design or a quick investigation. Note that the factored shear forces are calculated in each component, and then they are compared to the corresponding design shear strength. The module designs the wall per the load combinations of the ASCE 7.  Stem material can be concrete, masonry, or both.
These components help to elegantly manage and control the complex design algorithms, transparently to the end user, in a simple manner. The cantilever is the most common type of retaining wall and is used for walls in the range of 10 to 25 ft in height.

It performs the concrete design based on the Ultimate Strength Design Method of the ACI 318, and the masonry design per the MSJC. This way you are always in control of the design process, since what you see is really what you get.
You may intuitively develop your design with the combined text-with-values output messages, which are updated with each new change.

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