Two-surface plasticity model for cyclic undrained behavior of clays

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 128, Issue 7, 2002, Pages 613-626

  Li, Tao ^a,b   Meissner, Helmut ^a,b  

^a ASCE ^*  (Germany)

^b Rheinland Pfälzische Technische Universität Kaiserslautern Landau   (Germany)

Author keywords

Clays; Cohesive soils; Cyclic loads; Models; Plasticity

Indexed keywords

COHESIVE SOILS;

ANISOTROPY; CYCLIC LOADS; HARDENING; KINEMATICS; PLASTICITY; SOIL MECHANICS; STRESS ANALYSIS;

CLAY;

CLAY; CYCLIC LOADING; PLASTICITY; UNDRAINED TEST;

EID: 0036640617     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2002)128:7(613)     Document Type: Article

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