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Volumn 38, Issue 1, 2001, Pages 117-124
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Alternative method of determining resilient modulus of subbase soils using a static triaxial test
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Author keywords
Alternative MR test; Deformational characteristics; Particle size; Resilient modulus (MR); Subbase soils; Triaxial compression test
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Indexed keywords
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EID: 57249114696
PISSN: 00083674
EISSN: None
Source Type: Journal
DOI: 10.1139/cgj-38-1-117 Document Type: Article |
Times cited : (8)
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References (15)
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