THEORETIC MODIFICATION ON THE SUBGRADE RESILIENT MODULUS TESTED BY LAB BEARING PLATE INDOORS
Peng Xiao-ping
Abstract
Peng Xiao-ping
Abstract
Subgrade Resilient modulus are important parameters of highway structure design.The actual subgrade resilient modulus is related with safety and economy of highway structure.Indoor tests are necessary because of disadvantages of outdoor tests.Based on elastic layer theory,theoretical modified coefficient of resilient modulus is put forward with FEM.After the results are verified with actual projects,it is shown that subgrade resilient modulus by indoor bearing plate should be multiplied by coefficient 0.95,so as to provide references for testing subgrade resilient modulus indoor reasonably.
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Subgrade Resilient modulus are important parameters of highway structure design.The actual subgrade resilient modulus is related with safety and economy of highway structure.Indoor tests are necessary because of disadvantages of outdoor tests.Based on elastic layer theory,theoretical modified coefficient of resilient modulus is put forward with FEM.After the results are verified with actual projects,it is shown that subgrade resilient modulus by indoor bearing plate should be multiplied by coefficient 0.95,so as to provide references for testing subgrade resilient modulus indoor reasonably.
Key concepts: Subgrade, Modulus, Geotechnical engineering, Bearing (navigation), Structural engineering, Materials science, Engineering, Computer science