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Modulus of Subgrade Reaction

The modulus of subgrade reaction (k) is used as a primary input for rigid pavement design.  It estimates the support of the layers below a rigid pavement surface course (the PCC slab).  The k-value can be determined by field tests or by correlation with other tests. There is no direct laboratory procedure for determining k-value.

The modulus of subgrade reaction came about because work done by Westergaard during the 1920s developed the k-value as a spring constant to model the support beneath the slab (Figure 1).

 

Figure 1. Modulus of subgrade reaction (k).

 

The reactive pressure to resist a load is thus proportional to the spring deflection (which is a representation of slab deflection) and k (Figure 2):

Figure 2. Relation of load, deflection and modulus of subgrade reaction (k).

 

The value of k is in terms of MPa/m (pounds per square inch per inch of deflection, or pounds per cubic inch – pci) and ranges from about 13.5 MPa/m (50 pci) for weak support, to over 270 MPa/m (1000 pci) for strong support.  Typically, the modulus of subgrade reaction is estimated from other strength/stiffness tests, however, in situ values can be measured using the plate bearing test.

Related Tests

Plate Load Test

 

 

 

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