Slip-line analyses of geosynthetic-reinforced strip footings

Geotechnical Special Publication

Volumn , Issue 76, 1998, Pages 49-61

  Zhao, Aigen ^a  

^a Tenax Corporation   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; EXCAVATION; FAILURE ANALYSIS; SOIL MECHANICS; STRESS ANALYSIS; TENSILE STRENGTH;

STRIP FOOTINGS;

GEOSYNTHETIC MATERIALS;

EID: 0032319275     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (11)

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2. Guido, V.A. and Knueppel, J.D. and Sweeny, M.A. (1987). Plate loading tests on geogrid-reinforced earth slabs. Proc. Geosynthetics' 87, New Orleans, Vol. 1, 216-225.
3. Hansen, J.B. (1970) A revised and extended formula for bearing capacity, Danish Geotechnical institute, Bulletin No. 28, Copenhagen.
4. Ismail, I. and Raymond, G.P. (1995). Geosynthetic reinforcement of granular layered soils. Proc. Geosynthetics' 95, Nashville, Vol. 1,317-330.
5. Khing, K.H., Das, B.M., Puri,V.K., Cook, E.E., Yen, S.C. (1993). The bearing-capacity of a strip foundation on geogrid-reinforced sand. Geotextiles and Geomembranes, 12, 351-361.
6. Ismail, I. and Raymond, G.P. (1995). Geosynthetic reinforcement of granular layered soils. Proc. Geosynthetics' 95, Nashville, Vol.1, 317-330.
7. Adams M. T. and Collins, G. G. (1997). Large model spread footing load tests on geosynthetic reinforced soil foundations, J.Geot. Eng., ASCE, 123, 66-72.
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9. Omar, M.T., Das, B.M., Puri, V.K. and Yen, S.C. (1993). Ultimate bearing capacity of shallow foundations on sand with geogrid reinforcement. Can.Geotech. J., 30, 545-549. Sokolovskii, V. V. (1965).
10. Zhao, A., Montanelli, F., Rimoldi, P. (1996). Design of reinforced foundations by the slip-line method, Proc. Of Earth Reinforcement, Japan. Ochiai, Yasufuku & Omine (eds), Balkema, Rotterdam, 709-714.
11. Sokolovskii, V. V. (1965). Statics of granular media, Pergamon press, New York.