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

Canadian Geotechnical Journal

Volumn 38, Issue 1, 2001, Pages 117-124

  Kim, D S ^a   Kweon, G C ^a   Rhee, S ^a  

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

Author keywords

Alternative MR test; Deformational characteristics; Particle size; Resilient modulus (MR); Subbase soils; Triaxial compression test

Indexed keywords

EID: 57249114696     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/cgj-38-1-117     Document Type: Article

References (15)

1. A simple gauge for local small strain measurements in the laboratory
2. Large-scale triaxial testing of greywacke rockfill
3. Accuracy improvement of external resilient modulus measurements using specimen grouting to end platens
4. Calibration of testing equipment for reliable small-strain deformation measurements using synthetic specimens
5. Alternative method of determining resilient modulus of compacted subgrade soils using free - Free resonant column test
6. Alternative method of determining resilient modulus of subgrade soils using a static triaxial test
7. Evaluation of properties of rockfill materials
8. Intergranular void ratio - Steady state strength relations for sands
9. Resilient moduli of granular materials