Influence of rigid and flexible face on geogrid pullout tests

Geotextiles and Geomembranes

Volumn 19, Issue 5, 2001, Pages 257-277

  Sugimoto, M ^a   Alagiyawanna, A M N ^a   Kadoguchi, K ^b  

^a NAGAOKA UNIVERSITY OF TECHNOLOGY   (Japan)

^b KITAC Corporation   (Japan)

Author keywords

Flexible face; Pullout behavior of geogrid; Reinforced soil; Rigid face

Indexed keywords

BOUNDARY CONDITIONS; DENSITY (SPECIFIC GRAVITY); LOADS (FORCES); NONDESTRUCTIVE EXAMINATION; SAND; SOIL MECHANICS; STIFFNESS; X RAY RADIOGRAPHY;

GEOGRID PULLOUT TESTS; OVERBURDEN PRESSURE;

SOIL TESTING;

GEOSYNTHETICS; PULLOUT TEST; REINFORCED EARTH;

EID: 0035360748     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(01)00011-5     Document Type: Article

References (13)

1. Experimental evaluation of pullout analyses for planar reinforcements
2. Laboratory pullout tests using bamboo and polymer geogrids including a case study
3. Laboratory pullout testing of grid reinforcement in sand
4. Reinforcement bond capacity
5. Interaction between soil and geogrids
6. Design methods for steep reinforced embankments
7. Dilation and boundary effects in large scale pullout tests
8. Influence of the confinement, soil density and displacement rate on soil-geogrid interaction
9. The pullout resistance of geogrids in reinforced soil
10. Scale and other factors affecting the results of pullout tests of grids buried in sand
11. Influence of boundary condition of front wall on reinforcing effect during pullout testing
12. Influence of side wall friction of sand box in bearing capacity test on model sand ground III
13. Finite element modeling of pullout tests with load and strain measurements