Proposed Enhancements to Pavement ME Design: Improved Consideration of the Influence of Subgrade and Unbound Layers on Pavement Performance (2019)
Chapter: Appendix G. Determination of Stress State in the Faulting Model
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Previous Chapter:
Appendix F. Sensitivity Analysis of Modulus of Subgrade Reaction Model
Next Chapter: Appendix H. Categorization of Traffic Loads State in the Faulting Model
Suggested Citation:
"Appendix G. Determination of Stress State in the Faulting Model ." National Academies of Sciences, Engineering, and Medicine. 2019. Proposed Enhancements to Pavement ME Design: Improved Consideration of the Influence of Subgrade and Unbound Layers on Pavement Performance. Washington, DC: The National Academies Press.
doi: 10.17226/25583.
Suggested Citation:
"Appendix G. Determination of Stress State in the Faulting Model ." National Academies of Sciences, Engineering, and Medicine. 2019. Proposed Enhancements to Pavement ME Design: Improved Consideration of the Influence of Subgrade and Unbound Layers on Pavement Performance. Washington, DC: The National Academies Press.
doi: 10.17226/25583.
Suggested Citation:
"Appendix G. Determination of Stress State in the Faulting Model ." National Academies of Sciences, Engineering, and Medicine. 2019. Proposed Enhancements to Pavement ME Design: Improved Consideration of the Influence of Subgrade and Unbound Layers on Pavement Performance. Washington, DC: The National Academies Press.
doi: 10.17226/25583.
Suggested Citation:
"Appendix G. Determination of Stress State in the Faulting Model ." National Academies of Sciences, Engineering, and Medicine. 2019. Proposed Enhancements to Pavement ME Design: Improved Consideration of the Influence of Subgrade and Unbound Layers on Pavement Performance. Washington, DC: The National Academies Press.
doi: 10.17226/25583.
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