Constitutive modeling of geosynthetics

Geotextiles and Geomembranes

Volumn 18, Issue 5, 2000, Pages 273-292

  Perkins, S W ^a  

^a Montana State University   (United States)

Author keywords

Anisotropy; Constitutive models; Creep; Geosynthetics; Plasticity; Tension

Indexed keywords

CREEP TESTING; ELASTICITY; MATHEMATICAL MODELS; PLASTICITY; STRAIN; TENSILE STRESS; TENSILE TESTING;

BIAXIAL GEOGRID; CONSTANT LOAD CREEP TEST; CYCLIC TENSION; MONOTONIC TENSION; UNIAXIAL TENSION TEST; WOVEN GEOTEXTILE;

GEOTEXTILES;

CREEP; ELASTICITY; GEOSYNTHETICS; MODEL TEST; PLASTICITY; TENSILE STRENGTH;

CREEP; ELASTICITY; GEOSYNTHETICS; LOADING; MODEL; TENSILE PROPERTY; TENSION;

EID: 0034307776     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(99)00021-7     Document Type: Article

References (20)

1. Standard test method for evaluating the unconfined tension creep behavior of geosynthetics
2. Response of a woven and a nonwoven geotextile to monotonic and cyclic simple tension
3. Potential benefits of geosynthetics in flexible pavement systems
4. In-isolation cyclic load-extension behavior of two geogrids
5. Parametric studies of a soil reinforcement problem using finite element analysis
6. Three-dimensional finite element analysis of a reinforced paved road
7. Geotechnical fabrics report
8. Geotechnical fabrics report
9. Laboratory pull-out testing of grid reinforcements in sand
10. Behaviour of geosynthetic reinforced soil retaining walls using the finite element method
11. Creep and stress relaxation of geogrids
12. Tensile properties of geogrids under cyclic loadings
13. Load-extension testing of geotextiles confined in-soil
14. Polymer grid reinforced pavement on soft clay grounds
15. Behavior of geogrids under cyclic loads
16. Numerical simulation of geosynthetic-reinforced flexible pavements
17. Numerical simulation of reinforced soil structures during blast loads