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Volumn 51, Issue 1, 2001, Pages 69-83

The effect on anisotropy of rotating the principal stress axes during consolidation

Author keywords

Anisotropy; Embankments; Laboratory tests

Indexed keywords

CONSOLIDATION; SEDIMENTS; SHEAR STRENGTH; STIFFNESS; STRESS ANALYSIS;

EID: 0035261994     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2001.51.1.69     Document Type: Article
Times cited : (98)

References (26)
  • 1
    • 0001740738 scopus 로고
    • Problems of soil mechanics and construction on soft clays and structurally unstable soils (collapsible, expansive and others)
    • Moscow
    • (1973) Proc. 8th ICSMFE , vol.3 , pp. 109-159
    • Bjerrum, L.1
  • 3
    • 0022178614 scopus 로고
    • A state boundary surface for soils not obeying Rendulic's principle
    • San Francisco
    • (1985) Proc. 11th ICSMFE , vol.2 , pp. 473-476
    • Gens, A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.