Force-displacement compatibility for reinforced embankments over soft clay

Geotextiles and Geomembranes

Volumn 17, Issue 3, 1999, Pages 147-156

  Srbulov, M ^a  

^a SAGE Engineering Ltd   (United Kingdom)

Author keywords

Equilibrium; Interaction; Limit; Reinforcement; Soil

Indexed keywords

CLAY; GEOSYNTHETIC MATERIALS; SLOPE STABILITY; SOIL STRUCTURE INTERACTIONS;

LIMIT EQUILIBRIUM METHOD;

EMBANKMENTS;

EMBANKMENT; REINFORCED EARTH; SLOPE STABILITY; SOFT CLAY;

EID: 0033152364     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(98)00031-4     Document Type: Article

References (14)

1. Bishop, A.W., 1955. The use of slip circle for stability analysis. Geotechnique 5 (1), 7-17.
2. Brakel, J., Coppens, M., Maagdenberg, A.C., Risseeuw, P., 1982. Stability of slopes constructed with polyester reinforcing fabric, test section at Almere-Holland, '79. In: Proc. Internat. Conf. on Geotextiles, Las Vegas, USA, pp. 727-732.
3. Busbridge, J.R., Chan, P., Milligan, V., La Rochelle, P., Lefebrve, L.D., 1985. The effect of geogrid reinforcement on the stability of embankments on a soft sensitive Champlain clay deposit. Report to Transport Development Centre, Montreal, Quebec.
4. La Rochell, P., Trak, B., Tavenas, F., Roy, M., 1974. Failure of a test embankment on a sensitive Champlain clay deposit. Canadian Geotechnical Journal 11, 142-164.
5. Maksimovic, M., 1988. General slope stability software package for micro computers. Proc. 6th Intern. Conf. on Numerical Methods in Geomechanics, Insbruck 3, 2145-2150.
6. McGown, A., Paiine, N., DuBois, D.D., 1984. Use of geogrid properties in limiit equilibrium analysis. Proc. Sympos. on Polymer Grid Reinforc. in Civil Engineering, London, Paper No. 1.4.
7. Rowe, R.K., Soderman, K.L., 1987. Reinforcement of embankments on soils whose strength increases with depth. In: Proc. Conf. on Geosynthetics 1987, New Orleans, USA, p. 266.
8. Rowe, R.K., Mylleville, B.L.J., 1990. Implications of adopting an allowable geosynthetic strain in estimating stability. Proc. 4th Intern. Conf. on Geotextiles, Geomembranes and Related Products, Hague, Netherlands, p. 131.
9. Rowe, R.K., Mylleville, B.L.J., 1994. Analysis and design of reinforced embankments on soft or weak foundations. Chapter 7 in Soil Structure Interaction: Numerical Analysis and Modelling. John W. Bull (Ed.), E & FN Spon Chapman Hall, London, pp. 230-260.
10. Schaefer, V.R., Duncan, J.M. 1988. Finite element analysis of the st. Alban test embankment. Geosynthetics for Soil Improvement. R.D.Holt (Ed.), Gt. Spec. Publ. No. 18, ASCE, pp. 158-177.
11. Srbulov, M., 1987. Limit equilibrium method with local factors of safety for slope stability. Canadian Geotechnical Journal 24 (4), 652-656.
12. Srbulov, M., 1991. Bearing capacity of a strip footing on brittle rock. Rock Mechanics and Rock Engineering 24 (4), 53-59.
13. Srbulov, M., (1995). A simple method for the analysis of stability of slopes in brittle soil. Soils and Foundation 35 (4), 123-127.
14. Srbulov, M., 1997. On the influence of soil strength brittleness and nonlinearity on slope stability. Computers and Geotechnics 20 (1), 95-104 .