Bearing capacities of geogrid-reinforced sand bases under static loading

Geotechnical Special Publication

Volumn , Issue 207 GSP, 2010, Pages 275-281

  Dong, Yan Li ^a,b   Han, Jie ^b   Bai, Xiao Hong ^a  

^a TAIYUAN UNIVERSITY OF TECHNOLOGY   (China)

^b University of Kansas   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; REINFORCEMENT;

APERTURE SHAPE; BIAXIAL GEOGRIDS; GEOGRID-REINFORCED SANDS; LABORATORY MODEL TEST; STABLE STRUCTURES; STATIC LOADING; TRIANGULAR APERTURE; WEIGHT RATIOS;

GEOSYNTHETIC MATERIALS;

EID: 78149400720     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41108(381)36     Document Type: Conference Paper

References (6)

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2. Dong, Y.-L., Han, J., and Bai, X.-H. (2010a). "A numerical study on stress-strain responses of biaxial geogrids under tension at different directions." Proceedings of ASCE Geo-Institute GeoFlorida 2010, West Palm Beach, Florida, February 20 to 24, in press.
3. th international Conference on Geosynthetics, Guarujá, Brazil, May 23 to 27, in press.
4. Gabr, M.A., Dodson, R., and Collin, J.G. (1998). "A study of stress distribution in geogrid-reinforced sand." Proceedings of geosynthetics in foundation reinforcement and erosion control systems. ASCE Geotechnical Special Publication, Vol.76: 62-76.
5. Guido, V.A., Knueppel, J.D., and Sweeny, M.A. (1987). "Plate loading tests on geogrid-reinforced earth slabs." Geosynthetics 87 Conf., New Orleans: 216-225.
6. Yetimoglu, T., Wu, T.H., and Saglamer, A. (1994). "Bearing capacity of rectangular footings on geogrid-reinforced sand." Journal of Geotechnical Engineering, Vol. 120(12): 2083-2099.