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Composile Modulus ofSubgrode Reoction,
h, (pci)( A¡rurn¡¡ Srni-
¡ntlnlta Suberodr
Subbosa EloslicModulus, 8.. (Rsi)
Subbose Thickness, Doo (inches)
lst6t4laloɀ
RoodbedSoil Resilient
Modulus, Iu" (csi)
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fuvcment Strucuml Design
Exomole:
DsE = 6 inches
Ese = 2O,OOO Psi
Mn = 7'0oO Psi
Solulion' k, . 4OO Pci
F'igure 3.3. Chart for Estim¡ting Composite Modulus of Subgrade Reaction, k-, Assumlng a' Semi-Inflnite Subgrade Depth. (For practlcal purposes, a semi-inflnite depth isconsidered to be greater than l0 feet below the surface of the subgrade.)
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n-42 Design of Pavement Structures
5 10 50 100 500 1000 2000
Effective Modulus of Subgrade Reactign, k (pci)
Figure 3.6. Correction of Effective Modulus of Subgrade Reaction for Fotential l¡ss of Subbase Snrpport (d)
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