Localized mobilization of reinforcement force and its direction at the vicinity of failure surface

Geotextiles and Geomembranes

Volumn 18, Issue 5, 2000, Pages 311-331

  Bergado, D T ^a   Teerawattanasuk, C ^a   Long, P V ^b  

^a ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

^b Hydraulic Engineering Consultants No2   (Viet Nam)

Author keywords

Inclination factor; Localized deformations; Reinforcing force direction; Shear surface

Indexed keywords

DILATOMETERS; EMBANKMENTS; REINFORCEMENT; SHEAR DEFORMATION; SHEAR STRESS; SOILS; STIFFNESS; STRAIN;

INCLINATION FACTOR; LOCALIZED DEFORMATION; REINFORCING FORCE DIRECTION; SHEAR SURFACE;

GEOTEXTILES;

FAILURE ANALYSIS; GEOTEXTILE; MOBILIZATION; SOIL REINFORCEMENT;

DEFORMATION; GEOTEXTILE; SHEAR PROPERTY; SOIL REINFORCEMENT;

EID: 0034307519     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(99)00033-3     Document Type: Article

References (23)

1. Deformation behavior of geotextile reinforcement at vicinity of shear surface
2. Performance of geotextile-reinforced embankment on soft Bangkok clay. Proc. 6th Internat.
3. Design and construction of reinforced embankments over weak foundation
4. Theoretical design considerations for fabric reinforced embankments
5. Design guideline for reinforced embankments on soft soils using stabilenka reinforcing mats
6. A limit equilibrium design method for reinforced embankments
7. Direct shear tests on reinforced sand
8. Soil reinforcement with geotextiles
9. Geosynthetic reinforced earth structures
10. Stability analysis of reinforced and unreinforced embankment on soft ground
11. Behavior of geotextile reinforced embankment on soft ground
12. Localized mobilization of geotextile reinforcement force at failure surface
13. Analysis of the behavior of reinforced embankments on weak foundation
14. Limit analysis in stability calculations of reinforced soil structures
15. Polyester reinforcing fabric mats for the improvement of the embankment stability
16. Reinforced embankments on soft cohesive deposits
17. Comparison of predicted and observed behavior of two test embankments
18. Reinforced embankments over soft foundations under undrained and partially drained conditions
19. Formation of shear zones in reinforced sand
20. Interaction and deformation behavior of hexagonal wire mesh reinforcement at vicinity of shear surface on sand and volcanic ash (Lahar) backfills
21. Orientation and magnitude of tensile force of geotextile reinforcement at failure in clay-sand interface
22. Limit equilibrium stability analysis for reinforced slopes