Alternative method of determining resilient modulus of subgrade soils using a static triaxial test

Canadian Geotechnical Journal

Volumn 38, Issue 1, 2001, Pages 107-116

  Kim, D S ^a   Kweon, G C ^a   Lee, K H ^a  

^a Korea Advanced Institute of Science and Technology (KAIST)   (South Korea)

Author keywords

Alternative MR test; Deformational characteristics; Resilient modulus (MR); Static triaxial test; Subgrade soils

Indexed keywords

EID: 57249101768     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/cgj-38-1-107     Document Type: Article

References (19)

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6. A study on the experimental relationship between KS CBR and elastic modulus from consolidated undrained triaxial tests
7. Alternative method of determining resilient modulus of compacted subgrade soils using free - Free resonant column test
8. Resilient modulus of cohesive soils and the effect of freeze-thaw
9. Design practices for pavements in the United Kingdom
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12. Prediction of subgrade moduli for soil that exhibits nonlinear behavior
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14. R equipment
15. Deformation characteristics of soils and rocks from field and laboratory tests