Deformation characteristics of a compacted clay in collapse under isotropic and triaxial stress state

Soils and Foundations

Volumn 40, Issue 5, 2000, Pages 75-90

  Kato, Shoji ^a   Kawai, Katsuyuki ^b  

^a KOBE UNIVERSITY   (Japan)

^b NONE

Author keywords

(collapse); (triaxial test); Clay; Deformation; Stress path; Unsaturated soil; Void ratio; Water content (IGC:D5 E2)

Indexed keywords

EID: 24044481683     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.40.5_75     Document Type: Article

References (23)

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