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Resilient Modulus of Wyoming Subgrade Soils
A study was conducted to evaluate the use of subgrade resilient modulus for the design of flexible pavements. The objectives were to: (1) investigate the relationship between resilient modulus and R-value, and (2) develop a predictive equation for resilient modulus based on easily measured soil properties. Thirteen fine-grained soils were investigated. Based on the test results, two multiple linear regression models for predicting resilient modulus are proposed. The equations yield resilient modulus as a function of soil type, the state of stress in the pavement subgrade of soil saturation, R-value, and other soil properties.
Resilient Modulus of Wyoming Subgrade Soils
A study was conducted to evaluate the use of subgrade resilient modulus for the design of flexible pavements. The objectives were to: (1) investigate the relationship between resilient modulus and R-value, and (2) develop a predictive equation for resilient modulus based on easily measured soil properties. Thirteen fine-grained soils were investigated. Based on the test results, two multiple linear regression models for predicting resilient modulus are proposed. The equations yield resilient modulus as a function of soil type, the state of stress in the pavement subgrade of soil saturation, R-value, and other soil properties.
Resilient Modulus of Wyoming Subgrade Soils
M. J. Farrar (author) / J. P. Turner (author)
1991
99 pages
Report
No indication
English
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