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

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

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
Times cited : (8)

References (15)


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.