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Canadian Geotechnical Journal

Volumn 38, Issue 4, 2001, Pages 863-875

Soil behavior during freezing and thawing using variable and constant confining pressure triaxial tests

(2) Simonsen, E a Isacsson, U a

a ROYAL INSTITUTE OF TECHNOLOGY (Sweden)

Author keywords

Freeze thaw; Resilient modulus; Subgrade soils; Triaxial tests; Unbound pavement materials

Indexed keywords

FREEZING; POISSON RATIO; THAWING; THERMAL EFFECTS;

CONSTANT CONFINING PRESSURE (CCP);

SOILS;

FREEZE-THAW CYCLE; PAVEMENT; SUBGRADE; TRIAXIAL TEST;

EID: 0034740341 PISSN: 00083674 EISSN: None Source Type: Journal
DOI: 10.1139/cgj-38-4-863 Document Type: Article

Times cited : (85)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.