3
Composile Modulus of Subgrode Reoction, h, (pci) ( A¡rurn¡¡ Srni- ¡ntlnlta Suberodr Subbosa Eloslic Modulus, 8.. (Rsi) Subbose Thickness, Doo (inches) lst6t4laloÉ€ Roodbed Soil Resilient Modulus, Iu" (csi) +! i '.: :ra l '' ¡"!t't "-' 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 is considered to be greater than l0 feet below the surface of the subgrade.) - It ':: ) ... 11.39

Nomogramas Para Pavimento Rigido AASHTO

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Page 1: Nomogramas Para Pavimento Rigido AASHTO

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)

+! i '.: :ra

l

'' ¡"!t't "-'

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.)

- It'::) ...

11.39

Page 2: Nomogramas Para Pavimento Rigido AASHTO

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Page 3: Nomogramas Para Pavimento Rigido AASHTO

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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