Triaxial tests of sand reinforced with 3D inclusions

Geotextiles and Geomembranes

Volumn 24, Issue 4, 2006, Pages 201-209

  Zhang, M X ^a   Javadi, A A ^b   Min, X ^a  

^a SHANGHAI UNIVERSITY   (China)

^b UNIVERSITY OF EXETER   (United Kingdom)

Author keywords

Reinforced soil; Strength; Stress strain relationship; Three dimensional (3D) reinforcing element; Triaxial test; Vertical reinforcement

Indexed keywords

COMPUTER SIMULATION; ELASTIC MODULI; INCLUSIONS; INTERNAL FRICTION; REINFORCEMENT; SHEAR STRENGTH;

REINFORCED SOIL; STRESS-STRAIN RELATIONSHIP; TRIAXIAL TESTS; VERTICAL REINFORCEMENT;

SAND;

SOIL REINFORCEMENT; STRENGTH; STRESS-STRAIN RELATIONSHIP; TRIAXIAL TEST;

SOIL BURIAL TEST; SOIL REINFORCEMENT; STRENGTH; STRESS-STRAIN PROPERTY; YOUNG MODULUS;

EID: 33745452464     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2006.03.004     Document Type: Article

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