Analytical solutions of one-dimensional large strain consolidation of saturated and homogeneous clays

Computers and Geotechnics

Volumn 31, Issue 4, 2004, Pages 301-314

  Xie, K H ^a   Leo, C J ^b  

^a ZHEJIANG UNIVERSITY   (China)

^b UNIVERSITY OF WESTERN SYDNEY   (Australia)

Author keywords

Clays; Consolidation; Large strain; One dimensional; Saturated; Soft soils

Indexed keywords

COMPRESSIBILITY; COMPUTERS; CONSOLIDATION; GEOTECHNICAL ENGINEERING; PORE PRESSURE; SOILS; STRAIN; STRESSES; WATER;

STRAIN THEORY; THIN SOIL LAYERS;

CLAY;

CLAY; CONSOLIDATION; SOIL MECHANICS; STRAIN;

EID: 2442514276     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2004.02.006     Document Type: Article

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