Theoretical analysis of centrifugal model tests on reinforced earth structures

Geotechnique

Volumn 48, Issue 4, 1998, Pages 563-567

  Sawicki, A ^a  

^a NONE

Author keywords

Bearing capacity; Centrifuge modelling; Reinforced soils; Stress analysis

Indexed keywords

BEARING CAPACITY; FAILURE ANALYSIS; MATHEMATICAL MODELS; REINFORCEMENT; RETAINING WALLS; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

CENTRIFUGAL MODEL; REINFORCED SOILS;

SOIL STRUCTURE INTERACTIONS;

CENTRIFUGAL MODEL TEST; FAILURE ANALYSIS; REINFORCED EARTH; RETAINING WALL; STRESS ANALYSIS;

EID: 0032144590     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1998.48.4.563     Document Type: Article

References (8)

1. Atkinson, J. H. (1993). An introduction to the mechanics of soils and foundations. London: McGraw-Hill.
2. Bolton, M. D. & Pang, P. L. R. (1982). Collapse limit states of reinforced earth retaining walls. Géotechnique 32, No. 4, 349-367.
3. Ingold, T. S. (1982). Reinforced earth. London: Thomas Telford.
4. Jaber, M. and Mitchell, J. K. (1990). Behaviour of reinforced soil walls at limit state. In Performance of reinforced soil structures (eds A. McGown, K. C. Yeo & K. Z. Andrawes), pp. 53-57. London: Thomas Telford.
5. Jewell, R. A. (1996). Soil reinforcement with geotextiles. London: CIRIA.
6. Jones, C. J. F. P. (1985). Earth reinforcement and soil structures. London: Butterworth.
7. Sawicki, A. (1983). Plastic limit behaviour of reinforced earth. J. Geotech. Engng, ASCE 109, No. 7, 1000-1005.
8. Sawicki, A. & Leśniewska, D. (1987). Failure modes and bearing capacity of reinforced soil retaining walls. Geotextiles Geomembranes Intl J. 5, 29-44.