Failure loads on geosynthetic reinforced soil structures

Geotextiles and Geomembranes

Volumn 14, Issue 5-6 SPEC. ISS., 1996, Pages 289-300

  Zhao, Aigen ^a  

^a Tenax Corporation   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

FAILURE ANALYSIS; FOUNDATIONS; MATHEMATICAL MODELS; REINFORCEMENT; RETAINING WALLS; SOILS; STRESSES; STRUCTURAL LOADS;

FAILURE LOADS; GEOSYNTHETIC REINFORCED SOIL STRUCTURES; REINFORCED SLOPES; SLIP LINE EQUATIONS;

GEOTEXTILES;

FAILURE CRITERION; GEOSYNTHETIC; REINFORCED SOIL;

GEOTEXTILES, SOIL-REINFORCEMENT; MECHANICAL PROPERTIES;

EID: 0030158755     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/0266-1144(96)89796-2     Document Type: Article

References (7)

1. Booker, J. R. & Davis, E. H. (1972). A general treatment of plastic anisotropy under conditions of plane strain. Journal of Mechanics & Physics of Solids, 20, 239-50.
2. Michalowski, R. L. & Zhao, A. (1995a). Continuum versus structural approach to stability of reinforced soil structures. Journal of Geotechnical Engineering, ASCE, 121, 152-62.
3. Michalowski, R. L. & Zhao, A. (1995b). Limit condition for uni-directionally reinforced soils. In Proceedings International Symposium on Numerical Models in Geomechanics, NUMOG V, Balkema, pp. 237-42.
4. Sokolovskii, V. V. (1965). Statistics of Granular Media. Pergamon Press, New York.
5. Schlosser, F. & Long, N. T. (1974). Recent results in French research on reinforced earth. Journal of Construction, ASCE, 100, 223-37.
6. Wu, J. T. H. (1992). Predicting performance of the Denver walls: General report. In Proceedings International Symposium on Geosynthetic-reinforced Soil Retaining Walls, ed. J. T. H. Wu, Balkema, pp. 3-20.
7. Yang, Z. (1972). Strength and deformation characteristics of reinforced sand. Ph.D. dissertation, University of California, Los Angeles.