Modified Schapery's model for asphalt sand

Journal of Engineering Mechanics

Volumn 136, Issue 4, 2010, Pages 448-454

  Ye, Yong ^a,b   Yang, Xinhua ^a   Chen, Chuanyao ^a  

^a HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (China)

^b CHINA THREE GORGES UNIVERSITY   (China)

Author keywords

Asphalt sand; Modified Schapery's model; Nonlinearity; Viscoelastoplasticity

Indexed keywords

CREEP-RECOVERY TEST; MECHANICAL BEHAVIOR; MODIFIED MODEL; MODIFIED SCHAPERY'S MODEL; NON-LINEARITY; STRAIN COMPONENTS; STRESS LEVELS; STRESS-DEPENDENT; UNI-AXIAL COMPRESSION; UNIAXIAL COMPRESSION TESTS; UNIAXIAL CREEP; VISCOELASTOPLASTICITY; VISCOPLASTIC;

ASPHALT; COMPRESSION TESTING; CREEP;

SAND;

ASPHALT; COMPRESSIVE STRENGTH; ELASTOPLASTICITY; NONLINEARITY; NUMERICAL MODEL; SAND; STRESS ANALYSIS; UNIAXIAL TEST; VISCOELASTICITY;

EID: 77952305565     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)EM.1943-7889.0000092     Document Type: Article

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