Structural damage model of unsaturated expansive soil and its application in multi-field couple analysis on expansive soil slope

Applied Mathematics and Mechanics (English Edition)

Volumn 27, Issue 7, 2006, Pages 891-900

  Lu, Zai Hua ^a,b   Chen, Zheng Han ^a,c   Fang, Xiang Wei ^a   Guo, Jian Feng ^a   Zhou, Hai Qing ^a  

^a Logistical Engineering University of PLA   (China)

^b NAVAL UNIVERSITY OF ENGINEERING   (China)

^c CHONGQING UNIVERSITY   (China)

Author keywords

Consolidation; Elasto plastic damage constitutive model; Evaporating; Numerical analysis; Raining; Soil slope; Unsaturated expansive soil

Indexed keywords

CONSOLIDATION; ELASTOPLASTICITY; EVAPORATION; FINITE ELEMENT METHOD; NUMERICAL ANALYSIS; RAIN; SATURATION (MATERIALS COMPOSITION); SLOPE PROTECTION; SOIL MECHANICS;

DAMAGE EVOLUTION EQUATION; ELASTOPLASTIC DAMAGE CONSTITUTIVE MODEL; UNDISTURBED EXPANSIVE SOIL; UNSATURATED EXPANSIVE SOIL; YIELD SURFACES;

SOILS;

EID: 33748686048     PISSN: 02534827     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10483-006-0704-1     Document Type: Article

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