About the author  ⁄ George Aristorenas, Ph.D., P.E.

George Aristorenas, Ph.D., P.E., is a Technical Principal of the Geostructural Group of Schnabel Engineering, Inc. Dr. Aristorenas specializes in the analysis and design of soil-structure interaction problems, using advanced analytical and numerical techniques. He may be reached at garistorenas@schnabel-eng.com.

The Subgrade Modulus, also known as the Modulus of Subgrade Reaction, is a stiffness parameter typically used in defining the support conditions of footings and mat foundations, such as that shown on Figure 1. The parameter is expressed in units of [Force]/[Length]3. Physically however, it is defined as the (contact) bearing pressure of the foundation against the soil that will produce a unit deflection of the foundation.

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